This document presents a study comparing seismic assessment parameters from different international codes, including Eurocode, ACI, and Indian code IS 1893:2016. A 20-story reinforced concrete special moment resisting frame building is modeled in ETABS software. Lateral seismic forces, base shear, story drift, column axial force, bending moments, and reinforcement requirements are calculated and compared according to each code. Results are presented in tables and graphs. In general, Eurocode yields the highest story forces, base shear, drift, and reinforcement requirements, while values from other codes like IS 1893:2016 and ACI are lower. The study aims to explore variations between code specifications and seismic response parameters.
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...IRJET Journal
1) The document analyzes the response of 5-story and 10-story buildings with and without setbacks when subjected to earthquake forces through response spectrum analysis.
2) The analysis found that buildings without setbacks experienced significantly higher displacements compared to buildings with setbacks. For the 5-story buildings, displacements doubled without setbacks.
3) Similarly, for the 10-story buildings, some displacements tripled without setbacks compared to with setbacks.
4) The results indicate that providing setbacks, as required by building codes, reduces building displacement during earthquakes and improves structural performance and safety.
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...IRJET Journal
This document analyzes and designs a 3-storey building located in Gangavati, Karnataka, India and subjected to seismic zone 2 loading. The building is modeled and analyzed using ETABS software. Results like storey displacement, storey shear, and storey drift are obtained and compared for the seismic zone. The maximum storey displacement is 13.7mm in the X-direction and 12.5mm in the Y-direction. Manual analysis using Kani's method is also performed to verify the ETABS results.
IRJET- Comparative Study of Vertically Irregular Buildings Subjected to S...IRJET Journal
This document presents a comparative study of vertically irregular buildings subjected to seismic loads. Vertically irregular buildings, which have changes in stiffness, vertical geometry, or floating columns, tend to experience more seismic forces and are more likely to fail at points of weakness. The study analyzes regular and irregular reinforced concrete buildings using nonlinear static pushover analysis and response spectrum analysis in Etabs software. Parameters like base shear, roof displacement, hinge formation, and performance point are compared. Results show that vertically irregular buildings experience higher stresses, greater displacement, and reduced performance compared to regular structures. Properly analyzing irregularities is important for seismic design and maintaining stability during earthquakes.
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC BuildingIRJET Journal
This document discusses the design of an earthquake resistant 21-story reinforced concrete building in Lucknow, India, which is in seismic zone III. The building was designed using ETABS software according to Indian codes for seismic design. Key aspects of the design included analyzing lateral loads from earthquakes and wind, checking for drift forces, displacements, stiffness, and redundancy. The building structure incorporates shear walls, moment frames, and braced frames to resist lateral loads.
This document summarizes a study on assessing the seismic vulnerability of residential buildings in Agartala, India using the Rapid Visual Screening (RVS) method. It provides background on Agartala's high seismic risk and growing population/development. The objectives are to assess vulnerability of residential buildings using RVS and predict expected damage grades. The methodology section describes using the RVS procedure from FEMA 154 to conduct visual evaluations of buildings and assign preliminary damage grades. Key factors affecting seismic vulnerability are identified as building structure, height, irregularities, quality, soil conditions, and structural issues like framing, diaphragms, overhangs and columns.
IRJET- Seismic Analysis of a Multi-Storey Building using Steel Braced FramesIRJET Journal
This document summarizes a study that analyzes the seismic performance of a 15-story reinforced concrete building with different bracing systems. The building was modeled and analyzed using ETABS software. Time history analysis was performed to evaluate storey drift, displacement, fundamental period, and stiffness for the building with X, V, inverted V bracing and without bracing. The results showed that braced buildings performed better during seismic activity than unbraced. Among the braced systems, X bracing was most effective at reducing responses like storey drift during earthquakes.
IRJET- Analysis of Design of Multistorey Framed Structures in Different S...IRJET Journal
This document analyzes and compares the design of multi-story reinforced concrete framed structures in different seismic zones of India according to Indian codes. A 5-story and 10-story building are designed for gravity and seismic loads using STAAD.Pro software. Their reinforcement percentages, concrete quantities, loads, moments and shears are compared. The study focuses on how these parameters vary between zones according to IS 1893:2016, which does not specify such variations. Preliminary structural properties, material properties, and seismic zone classifications in India are also defined.
SEISMIC VULNERABILITY ASSESSMENT OF RESIDENTIAL BUILDINGS IN AGARTALA CITY US...shankar kumar
This document outlines a methodology for conducting a seismic vulnerability assessment of residential buildings in Agartala City, India using the Rapid Visual Screening (RVS) method. The objectives are to assess seismic vulnerability of residential buildings in Agartala City using the RVS method from FEMA 154 (2015) and to predict expected damage grades from future earthquakes. The methodology involves conducting RVS, which involves visually inspecting buildings to identify seismic deficiencies and assigning scores to determine likely damage from earthquakes. The RVS will screen buildings and identify those requiring more detailed analysis.
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...IRJET Journal
1) The document analyzes the response of 5-story and 10-story buildings with and without setbacks when subjected to earthquake forces through response spectrum analysis.
2) The analysis found that buildings without setbacks experienced significantly higher displacements compared to buildings with setbacks. For the 5-story buildings, displacements doubled without setbacks.
3) Similarly, for the 10-story buildings, some displacements tripled without setbacks compared to with setbacks.
4) The results indicate that providing setbacks, as required by building codes, reduces building displacement during earthquakes and improves structural performance and safety.
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...IRJET Journal
This document analyzes and designs a 3-storey building located in Gangavati, Karnataka, India and subjected to seismic zone 2 loading. The building is modeled and analyzed using ETABS software. Results like storey displacement, storey shear, and storey drift are obtained and compared for the seismic zone. The maximum storey displacement is 13.7mm in the X-direction and 12.5mm in the Y-direction. Manual analysis using Kani's method is also performed to verify the ETABS results.
IRJET- Comparative Study of Vertically Irregular Buildings Subjected to S...IRJET Journal
This document presents a comparative study of vertically irregular buildings subjected to seismic loads. Vertically irregular buildings, which have changes in stiffness, vertical geometry, or floating columns, tend to experience more seismic forces and are more likely to fail at points of weakness. The study analyzes regular and irregular reinforced concrete buildings using nonlinear static pushover analysis and response spectrum analysis in Etabs software. Parameters like base shear, roof displacement, hinge formation, and performance point are compared. Results show that vertically irregular buildings experience higher stresses, greater displacement, and reduced performance compared to regular structures. Properly analyzing irregularities is important for seismic design and maintaining stability during earthquakes.
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC BuildingIRJET Journal
This document discusses the design of an earthquake resistant 21-story reinforced concrete building in Lucknow, India, which is in seismic zone III. The building was designed using ETABS software according to Indian codes for seismic design. Key aspects of the design included analyzing lateral loads from earthquakes and wind, checking for drift forces, displacements, stiffness, and redundancy. The building structure incorporates shear walls, moment frames, and braced frames to resist lateral loads.
This document summarizes a study on assessing the seismic vulnerability of residential buildings in Agartala, India using the Rapid Visual Screening (RVS) method. It provides background on Agartala's high seismic risk and growing population/development. The objectives are to assess vulnerability of residential buildings using RVS and predict expected damage grades. The methodology section describes using the RVS procedure from FEMA 154 to conduct visual evaluations of buildings and assign preliminary damage grades. Key factors affecting seismic vulnerability are identified as building structure, height, irregularities, quality, soil conditions, and structural issues like framing, diaphragms, overhangs and columns.
IRJET- Seismic Analysis of a Multi-Storey Building using Steel Braced FramesIRJET Journal
This document summarizes a study that analyzes the seismic performance of a 15-story reinforced concrete building with different bracing systems. The building was modeled and analyzed using ETABS software. Time history analysis was performed to evaluate storey drift, displacement, fundamental period, and stiffness for the building with X, V, inverted V bracing and without bracing. The results showed that braced buildings performed better during seismic activity than unbraced. Among the braced systems, X bracing was most effective at reducing responses like storey drift during earthquakes.
IRJET- Analysis of Design of Multistorey Framed Structures in Different S...IRJET Journal
This document analyzes and compares the design of multi-story reinforced concrete framed structures in different seismic zones of India according to Indian codes. A 5-story and 10-story building are designed for gravity and seismic loads using STAAD.Pro software. Their reinforcement percentages, concrete quantities, loads, moments and shears are compared. The study focuses on how these parameters vary between zones according to IS 1893:2016, which does not specify such variations. Preliminary structural properties, material properties, and seismic zone classifications in India are also defined.
SEISMIC VULNERABILITY ASSESSMENT OF RESIDENTIAL BUILDINGS IN AGARTALA CITY US...shankar kumar
This document outlines a methodology for conducting a seismic vulnerability assessment of residential buildings in Agartala City, India using the Rapid Visual Screening (RVS) method. The objectives are to assess seismic vulnerability of residential buildings in Agartala City using the RVS method from FEMA 154 (2015) and to predict expected damage grades from future earthquakes. The methodology involves conducting RVS, which involves visually inspecting buildings to identify seismic deficiencies and assigning scores to determine likely damage from earthquakes. The RVS will screen buildings and identify those requiring more detailed analysis.
IRJET- Analysis of Tall Building Structure Subjected to Wind and Earthqua...IRJET Journal
This document analyzes the response of a 30-story reinforced concrete building to wind and earthquake loads in different seismic zones using ETABS software. It models a building with a constant floor height of 3m and analyzes it using the response spectrum method. The results show greater displacement, drift, acceleration, forces and stiffness at higher levels for both wind and seismic loads. Loads also increase in higher seismic zones. Shear walls and bracing are found to effectively increase seismic response by providing lateral stiffness and strength.
IRJET- Comparative Analysis of Seismic Performance of R.C Building Restin...IRJET Journal
This document presents a comparative analysis of the seismic performance of reinforced concrete buildings resting on plain ground versus sloping ground at various inclinations. Four analytical building models were created and analyzed using finite element software: a building on plain ground, and buildings on ground sloping at 15, 25, and 35 degrees. The models were 7 stories tall with the same structural properties. Dynamic analysis results showed increased modal periods, story drifts, and displacements for buildings on steeper slopes, indicating worse performance. Buildings on 25 and 35 degree slopes in particular experienced sudden stiffness changes and highest displacements. The 35 degree slope building performed worst. In general, seismic performance decreased with increasing slope inclination.
IRJET- Comparative Study of R.C.C and Steel (G+4 Storey) BuildingIRJET Journal
This document compares the structural analysis of a G+4 reinforced concrete (RC) building and steel building using STAAD Pro software. Key results include:
1) The steel building showed lower maximum displacements than the RC building, indicating it is stiffer.
2) The RC building had higher maximum bending moments and shear forces than the steel building, meaning greater internal forces were induced in the RC structure from loads.
3) Both buildings met code requirements for storey drift, though drift was lower in the steel building, further suggesting it is more rigid than the RC equivalent.
This document is the Indian Standard Criteria for Earthquake Resistant Design of Structures, Part 1: General Provisions and Buildings (Fifth Revision). It summarizes the changes made in this fifth revision, including revising the seismic zone map to have four zones instead of five, changing the seismic zone factor values, specifying response spectra for different soil types, revising the formula for estimating building natural period, adopting response reduction factors, and revising other design provisions. The purpose is to incorporate latest research in earthquake-resistant design and experience from past earthquakes into the standard.
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey BuildingIRJET Journal
The document analyzes seismic performance of a 15-storey reinforced concrete building with different shear wall configurations through nonlinear time history analysis. Four models are considered: 1) no shear walls, 2) shear walls at corners, 3) shear walls at mid-frames, and 4) shear walls at the center. Results for base shear, storey overturning moment, time period and stiffness are compared to determine the most effective configuration. Model 4 with central shear walls performed best in reducing seismic effects. The study aims to optimize shear wall placement in multi-storey buildings.
IRJET - Study of Seismic Retrofitting TechniquesIRJET Journal
This document discusses techniques for retrofitting existing structures to improve their resistance to seismic activity. It begins with an introduction to seismic effects on structures and why retrofitting is needed. Then it describes the goals and objectives of retrofitting, which include increasing lateral strength, ductility, and integral action while reducing irregularities. The document outlines the typical steps in a retrofitting process and presents various retrofitting strategies. Global strategies discussed include adding shear walls, infill walls, bracing, and base isolation to improve the overall seismic performance of the building. Local retrofitting techniques aim to strengthen individual members.
IRJET-Analysis of G+25 RCC Bare Framed Structure with Shear Wall Under the Ef...IRJET Journal
This document presents an analysis of a G+25 reinforced concrete bare framed structure with shear walls under seismic loads. Four models are analyzed with shear walls placed at different locations (intermediate, corner, middle, core) and compared to a conventional structure without shear walls. The objectives are to analyze seismic forces for Zone III and compare bending moments and shear forces. The methodology uses STAAD Pro V8i to model and analyze the structures. Results show that the model with a shear wall at the corner performs best, with bending moments reduced by 37% compared to the conventional structure without shear walls. In conclusion, adding shear walls, especially at the corner, improves a structure's ability to resist seismic forces.
Rapid visual screening (RVS) is a procedure to assess building safety and seismic risk by visually identifying a building's structural system and vulnerabilities. The document discusses conducting RVS in Gangtok to screen for earthquake safety. It provides context on population and earthquake intensities. Guidelines are given on screening for issues like soft stories, floating columns, reinforcement, pounding between buildings. The screening aims to classify buildings based on risk to prioritize retrofitting to reduce seismic risk.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Comparison of percentage steel and concrete quantities of a r.c building in d...eSAT Journals
Abstract This paper addresses the performance and variation of percentage steel and concrete quantities of R.C.C framed structure in different seismic zones. One of the most frightening and destructive phenomena of a nature is a severe earthquake and it terrible after effect. It is highly impossible to prevent an earth quake from occurring, but the damage to the buildings can be controlled through proper design and detailing. Hence it is mandatory to do the seismic analysis and design to structures against collapse. Designing a structure in such a way that reducing damage during an earthquake makes the structure quite uneconomical, as the earth quake might or might not occur in its life time and is a rare phenomenon. The present IS code 1893:2002 doesn’t provide information about the variation of concrete and percentage of steel from zone to zone. This study mainly focus on the comparison of percentage steel and concrete quantities when the building is designed for gravity loads as per IS 456:2000 and when the building is designed for earthquake forces in different seismic zones as per IS 1893:2002. Keywords: Earthquakes, Reinforcement, Ductility, Damageability, STAAD-Pro.
IRJET- Earthquake Resistance Building in Kashmir IndiaIRJET Journal
1) The document discusses earthquake resistant construction techniques in Kashmir, India. It describes traditional Kashmiri construction methods like timber framing and prop roots that increase earthquake resistance.
2) It also discusses modern techniques like base isolation using springs under the foundation to absorb seismic forces. The author implemented base isolation and a five-band structural system in residential projects.
3) Major earthquakes in Kashmir are described, and problems like lack of awareness are discussed. Traditional knowledge is valuable if incorporated sensitively into modern, engineered construction.
Seismic evaluation of masonry building a case studyIAEME Publication
This document summarizes a case study on the seismic evaluation of a masonry building in Kashmir, India. The building is Amar Singh College, which is constructed of masonry and located in a high seismic zone. The researchers analyzed the building to determine its ability to resist seismic forces. They calculated the building's seismic weight, time period, design lateral loads, wall rigidities, and torsional forces. The analysis found the building was not designed for earthquake resistance and did not follow seismic design guidelines. This poses risks given Kashmir's earthquake susceptibility. The study aims to improve seismic performance of masonry buildings through appropriate design and construction techniques.
IRJET- Seismic Behaviour of Buildings Resting on Sloping GroundIRJET Journal
The document presents research on the seismic behavior of buildings located on sloping ground. Step back and step back-set back building configurations are studied, which have varying column heights and mass/stiffness distributions. Finite element models of 5-story and 10-story buildings are analyzed using software. Results for story displacements, drifts, base shear, and frequencies are obtained. The effects of different bays and sloping angles are investigated to understand performance during earthquakes.
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...IRJET Journal
1. The document analyzes the effect of shear wall placement on the seismic performance of 10-story buildings.
2. Four building models are considered - without shear walls, with shear walls at corners, with shear walls at centers, and with a box-type shear wall at the center.
3. Analysis of story drift, displacement, shear and overturning moment shows that buildings with centrally located shear walls perform best under seismic loads.
Earthquake Resistance Design-Impact On Cost Of Reinforced Concrete BuilidingsIJMER
Earthquakes strike suddenly, violently and without warning at any time of the day or night.It
is highly impossible to prevent an earthquake from occuring, but the damage to the builiding can be
controlled through proper design and detailing. Hence it is mandatory to do the sesmic analysis and
design to structure against collapse. This study addresses the performance and variation of precentage
steel and concrete quantity of R.C framed structure in different seismic zones and influence on overall
cost of construction. This study mainly focuses on the comparision of percentage steel and concrete
quantities when the builiding is designed for gravity loads as per IS 456:2000 and when the builiding is
designed for earthquake forces in different seismic zones as per IS 1893:2002. A five storied R.C.C
framed structure has been analyse and designed using STAAD ProV8i. Ductile detailing has been done
in conformation with IS:13920
The document provides guidelines for earthquake-resistant design and construction of buildings in Turkey. It defines various types of structural irregularities that should be avoided, such as torsional irregularities where storey drifts differ by more than 20% across the plan, and vertical irregularities like soft or weak stories. It also outlines requirements for seismic analysis methods, considers factors like soil effects, and provides notation for the various parameters used in the analysis and design. The objective is to prevent damage to buildings in minor quakes, limit damage to repairable levels in moderate quakes, and avoid collapse in major earthquakes.
IRJET- Seismic Analysis and Design of Multistorey Building in Different Seism...IRJET Journal
This document discusses the seismic analysis and design of a multi-storey residential building (G+10) located in different seismic zones (II-V) of India using ETABS software. The objectives are to analyze the structure using static analysis and compare parameters like base shear, displacement, and drift across zones. A 3D model of the building is created in ETABS. Static analysis is conducted and results like lateral forces, displacements are calculated and compared for each zone. The study aims to evaluate the seismic behavior and safety of the building in different zones.
Id 165-rapid seismic vulnerability evaluation of residential buildings in aga...shankar kumar
This document summarizes a study that evaluated the seismic vulnerability of 350 residential buildings in Agartala City, India using the Rapid Visual Screening (RVS) method from FEMA 154. The study found that 59% of buildings were reinforced concrete, 33% were masonry, and 8% were composite. Both reinforced concrete and masonry buildings were estimated to experience moderate structural damage to collapse in a major earthquake according to the EMS-98 scale. The RVS method considers various parameters that impact seismic performance, such as building type, number of stories, irregularities, and maintenance level, to calculate an overall score estimating expected damage.
This document is the foreword for the Indian Standard Criteria for Earthquake Resistant Design of Structures Part 1: General Provisions and Buildings. It provides the following key details:
1) This standard provides guidelines for earthquake-resistant design of structures in India, where several regions experience strong earthquakes. Previous revisions in 1970, 1975, and 1984 updated the standard based on new seismic data and experience.
2) The current revision splits the standard into 5 parts covering different structure types. Part 1 contains general provisions and guidelines specific to buildings.
3) Major changes in the current revision include revising seismic zone maps and factors, specifying response spectra for different soil types, revising equations for building
IRJET- Earthquake Resistant Design of Multistorey BuildingIRJET Journal
This document describes the earthquake resistant design of a 25-storey building using the software ETABS. It involves modeling the building, specifying materials and loads, and analyzing it for seismic load combinations according to Indian codes. The building is initially modeled as a regular reinforced concrete frame. Its response is analyzed in terms of shear forces, bending moments, deflections and drift. The frame columns are then replaced with shear walls and the analysis is repeated to compare the effects. The objectives are to minimize damage and loss of life from earthquakes by ensuring the structure can withstand strong ground shaking without collapse.
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC BuildingIRJET Journal
This document describes the design of an earthquake resistant G+21 multi-story reinforced concrete building using ETABS software. Key aspects analyzed include seismic analysis using equivalent static, response spectrum, and time history methods per Indian codes. The building is located in Lucknow, India which is a moderate seismic zone. Structural elements like beams, columns, slabs, and foundations are designed according to Indian standards. Analysis considers effects of earthquakes and other lateral loads. The building plan and frame layout are presented along with design assumptions.
IRJET- Analysis of Tall Building Structure Subjected to Wind and Earthqua...IRJET Journal
This document analyzes the response of a 30-story reinforced concrete building to wind and earthquake loads in different seismic zones using ETABS software. It models a building with a constant floor height of 3m and analyzes it using the response spectrum method. The results show greater displacement, drift, acceleration, forces and stiffness at higher levels for both wind and seismic loads. Loads also increase in higher seismic zones. Shear walls and bracing are found to effectively increase seismic response by providing lateral stiffness and strength.
IRJET- Comparative Analysis of Seismic Performance of R.C Building Restin...IRJET Journal
This document presents a comparative analysis of the seismic performance of reinforced concrete buildings resting on plain ground versus sloping ground at various inclinations. Four analytical building models were created and analyzed using finite element software: a building on plain ground, and buildings on ground sloping at 15, 25, and 35 degrees. The models were 7 stories tall with the same structural properties. Dynamic analysis results showed increased modal periods, story drifts, and displacements for buildings on steeper slopes, indicating worse performance. Buildings on 25 and 35 degree slopes in particular experienced sudden stiffness changes and highest displacements. The 35 degree slope building performed worst. In general, seismic performance decreased with increasing slope inclination.
IRJET- Comparative Study of R.C.C and Steel (G+4 Storey) BuildingIRJET Journal
This document compares the structural analysis of a G+4 reinforced concrete (RC) building and steel building using STAAD Pro software. Key results include:
1) The steel building showed lower maximum displacements than the RC building, indicating it is stiffer.
2) The RC building had higher maximum bending moments and shear forces than the steel building, meaning greater internal forces were induced in the RC structure from loads.
3) Both buildings met code requirements for storey drift, though drift was lower in the steel building, further suggesting it is more rigid than the RC equivalent.
This document is the Indian Standard Criteria for Earthquake Resistant Design of Structures, Part 1: General Provisions and Buildings (Fifth Revision). It summarizes the changes made in this fifth revision, including revising the seismic zone map to have four zones instead of five, changing the seismic zone factor values, specifying response spectra for different soil types, revising the formula for estimating building natural period, adopting response reduction factors, and revising other design provisions. The purpose is to incorporate latest research in earthquake-resistant design and experience from past earthquakes into the standard.
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey BuildingIRJET Journal
The document analyzes seismic performance of a 15-storey reinforced concrete building with different shear wall configurations through nonlinear time history analysis. Four models are considered: 1) no shear walls, 2) shear walls at corners, 3) shear walls at mid-frames, and 4) shear walls at the center. Results for base shear, storey overturning moment, time period and stiffness are compared to determine the most effective configuration. Model 4 with central shear walls performed best in reducing seismic effects. The study aims to optimize shear wall placement in multi-storey buildings.
IRJET - Study of Seismic Retrofitting TechniquesIRJET Journal
This document discusses techniques for retrofitting existing structures to improve their resistance to seismic activity. It begins with an introduction to seismic effects on structures and why retrofitting is needed. Then it describes the goals and objectives of retrofitting, which include increasing lateral strength, ductility, and integral action while reducing irregularities. The document outlines the typical steps in a retrofitting process and presents various retrofitting strategies. Global strategies discussed include adding shear walls, infill walls, bracing, and base isolation to improve the overall seismic performance of the building. Local retrofitting techniques aim to strengthen individual members.
IRJET-Analysis of G+25 RCC Bare Framed Structure with Shear Wall Under the Ef...IRJET Journal
This document presents an analysis of a G+25 reinforced concrete bare framed structure with shear walls under seismic loads. Four models are analyzed with shear walls placed at different locations (intermediate, corner, middle, core) and compared to a conventional structure without shear walls. The objectives are to analyze seismic forces for Zone III and compare bending moments and shear forces. The methodology uses STAAD Pro V8i to model and analyze the structures. Results show that the model with a shear wall at the corner performs best, with bending moments reduced by 37% compared to the conventional structure without shear walls. In conclusion, adding shear walls, especially at the corner, improves a structure's ability to resist seismic forces.
Rapid visual screening (RVS) is a procedure to assess building safety and seismic risk by visually identifying a building's structural system and vulnerabilities. The document discusses conducting RVS in Gangtok to screen for earthquake safety. It provides context on population and earthquake intensities. Guidelines are given on screening for issues like soft stories, floating columns, reinforcement, pounding between buildings. The screening aims to classify buildings based on risk to prioritize retrofitting to reduce seismic risk.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Comparison of percentage steel and concrete quantities of a r.c building in d...eSAT Journals
Abstract This paper addresses the performance and variation of percentage steel and concrete quantities of R.C.C framed structure in different seismic zones. One of the most frightening and destructive phenomena of a nature is a severe earthquake and it terrible after effect. It is highly impossible to prevent an earth quake from occurring, but the damage to the buildings can be controlled through proper design and detailing. Hence it is mandatory to do the seismic analysis and design to structures against collapse. Designing a structure in such a way that reducing damage during an earthquake makes the structure quite uneconomical, as the earth quake might or might not occur in its life time and is a rare phenomenon. The present IS code 1893:2002 doesn’t provide information about the variation of concrete and percentage of steel from zone to zone. This study mainly focus on the comparison of percentage steel and concrete quantities when the building is designed for gravity loads as per IS 456:2000 and when the building is designed for earthquake forces in different seismic zones as per IS 1893:2002. Keywords: Earthquakes, Reinforcement, Ductility, Damageability, STAAD-Pro.
IRJET- Earthquake Resistance Building in Kashmir IndiaIRJET Journal
1) The document discusses earthquake resistant construction techniques in Kashmir, India. It describes traditional Kashmiri construction methods like timber framing and prop roots that increase earthquake resistance.
2) It also discusses modern techniques like base isolation using springs under the foundation to absorb seismic forces. The author implemented base isolation and a five-band structural system in residential projects.
3) Major earthquakes in Kashmir are described, and problems like lack of awareness are discussed. Traditional knowledge is valuable if incorporated sensitively into modern, engineered construction.
Seismic evaluation of masonry building a case studyIAEME Publication
This document summarizes a case study on the seismic evaluation of a masonry building in Kashmir, India. The building is Amar Singh College, which is constructed of masonry and located in a high seismic zone. The researchers analyzed the building to determine its ability to resist seismic forces. They calculated the building's seismic weight, time period, design lateral loads, wall rigidities, and torsional forces. The analysis found the building was not designed for earthquake resistance and did not follow seismic design guidelines. This poses risks given Kashmir's earthquake susceptibility. The study aims to improve seismic performance of masonry buildings through appropriate design and construction techniques.
IRJET- Seismic Behaviour of Buildings Resting on Sloping GroundIRJET Journal
The document presents research on the seismic behavior of buildings located on sloping ground. Step back and step back-set back building configurations are studied, which have varying column heights and mass/stiffness distributions. Finite element models of 5-story and 10-story buildings are analyzed using software. Results for story displacements, drifts, base shear, and frequencies are obtained. The effects of different bays and sloping angles are investigated to understand performance during earthquakes.
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...IRJET Journal
1. The document analyzes the effect of shear wall placement on the seismic performance of 10-story buildings.
2. Four building models are considered - without shear walls, with shear walls at corners, with shear walls at centers, and with a box-type shear wall at the center.
3. Analysis of story drift, displacement, shear and overturning moment shows that buildings with centrally located shear walls perform best under seismic loads.
Earthquake Resistance Design-Impact On Cost Of Reinforced Concrete BuilidingsIJMER
Earthquakes strike suddenly, violently and without warning at any time of the day or night.It
is highly impossible to prevent an earthquake from occuring, but the damage to the builiding can be
controlled through proper design and detailing. Hence it is mandatory to do the sesmic analysis and
design to structure against collapse. This study addresses the performance and variation of precentage
steel and concrete quantity of R.C framed structure in different seismic zones and influence on overall
cost of construction. This study mainly focuses on the comparision of percentage steel and concrete
quantities when the builiding is designed for gravity loads as per IS 456:2000 and when the builiding is
designed for earthquake forces in different seismic zones as per IS 1893:2002. A five storied R.C.C
framed structure has been analyse and designed using STAAD ProV8i. Ductile detailing has been done
in conformation with IS:13920
The document provides guidelines for earthquake-resistant design and construction of buildings in Turkey. It defines various types of structural irregularities that should be avoided, such as torsional irregularities where storey drifts differ by more than 20% across the plan, and vertical irregularities like soft or weak stories. It also outlines requirements for seismic analysis methods, considers factors like soil effects, and provides notation for the various parameters used in the analysis and design. The objective is to prevent damage to buildings in minor quakes, limit damage to repairable levels in moderate quakes, and avoid collapse in major earthquakes.
IRJET- Seismic Analysis and Design of Multistorey Building in Different Seism...IRJET Journal
This document discusses the seismic analysis and design of a multi-storey residential building (G+10) located in different seismic zones (II-V) of India using ETABS software. The objectives are to analyze the structure using static analysis and compare parameters like base shear, displacement, and drift across zones. A 3D model of the building is created in ETABS. Static analysis is conducted and results like lateral forces, displacements are calculated and compared for each zone. The study aims to evaluate the seismic behavior and safety of the building in different zones.
Id 165-rapid seismic vulnerability evaluation of residential buildings in aga...shankar kumar
This document summarizes a study that evaluated the seismic vulnerability of 350 residential buildings in Agartala City, India using the Rapid Visual Screening (RVS) method from FEMA 154. The study found that 59% of buildings were reinforced concrete, 33% were masonry, and 8% were composite. Both reinforced concrete and masonry buildings were estimated to experience moderate structural damage to collapse in a major earthquake according to the EMS-98 scale. The RVS method considers various parameters that impact seismic performance, such as building type, number of stories, irregularities, and maintenance level, to calculate an overall score estimating expected damage.
This document is the foreword for the Indian Standard Criteria for Earthquake Resistant Design of Structures Part 1: General Provisions and Buildings. It provides the following key details:
1) This standard provides guidelines for earthquake-resistant design of structures in India, where several regions experience strong earthquakes. Previous revisions in 1970, 1975, and 1984 updated the standard based on new seismic data and experience.
2) The current revision splits the standard into 5 parts covering different structure types. Part 1 contains general provisions and guidelines specific to buildings.
3) Major changes in the current revision include revising seismic zone maps and factors, specifying response spectra for different soil types, revising equations for building
IRJET- Earthquake Resistant Design of Multistorey BuildingIRJET Journal
This document describes the earthquake resistant design of a 25-storey building using the software ETABS. It involves modeling the building, specifying materials and loads, and analyzing it for seismic load combinations according to Indian codes. The building is initially modeled as a regular reinforced concrete frame. Its response is analyzed in terms of shear forces, bending moments, deflections and drift. The frame columns are then replaced with shear walls and the analysis is repeated to compare the effects. The objectives are to minimize damage and loss of life from earthquakes by ensuring the structure can withstand strong ground shaking without collapse.
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC BuildingIRJET Journal
This document describes the design of an earthquake resistant G+21 multi-story reinforced concrete building using ETABS software. Key aspects analyzed include seismic analysis using equivalent static, response spectrum, and time history methods per Indian codes. The building is located in Lucknow, India which is a moderate seismic zone. Structural elements like beams, columns, slabs, and foundations are designed according to Indian standards. Analysis considers effects of earthquakes and other lateral loads. The building plan and frame layout are presented along with design assumptions.
IRJET- Comparative Seismic Analysis of RC G+13 Multistorey Building FrameIRJET Journal
This document summarizes a research paper that analyzes the seismic performance of a reinforced concrete (RC) G+13 multi-story building frame located in different seismic zones and soil conditions using Staad Pro software. The results show that maximum displacements, shear forces, and bending moments occur in zone V on soft soil, while minimum values occur in zone II on hard soil. Displacements increase with higher zones and softer soils. Support reactions are similar for zones II-IV but increase from zone IV to V on soft soil. Displacements also increase with higher stories. Overall, the study evaluates how seismic demands on the building frame vary significantly depending on zone and soil type.
Comparative Analysis of an RC framed building under Seismic ConditionsIRJET Journal
This document presents a comparative analysis of different earthquake resisting techniques for a 10-story reinforced concrete building, including shear walls and bracings. Seven building models are analyzed using STAAD Pro software: 1) a base structure without seismic restraints, 2) parallel shear walls on all sides, 3) L-shaped corner shear walls, 4) diagonal bracing throughout, 5) diagonal bracing in the middle bays, 6) diagonal bracing at the corners, and 7) a combination of bracing and shear walls. The analysis finds that bracing is most effective at reducing bending moments, shear forces, and axial forces, while adding less weight than shear walls. Diagonal bracing placed in the middle bays
IRJET- Analysis & Design of Reinforced Concrete Building (G+4) using ETABSIRJET Journal
This document summarizes the analysis and design of a reinforced concrete residential building (G+4) using ETABS software. Key points include:
- The building is located in Bangalore and designed according to Indian codes. Loads like dead load, live load, wind and seismic loads are considered.
- The structure is analyzed under different load combinations as per code specifications. Beams, columns, slabs and rebar are designed using materials like M25 and M30 concrete and HYSD bars of grades 500 and 550.
- Results of the analysis show maximum bending moments, shear forces, and deflections within permissible limits. Base reactions are summarized to aid in foundation design.
- In conclusion, ET
Seismic Analysis of RCC Building without and With Shear WallsIRJET Journal
- The document discusses seismic analysis of a 15-story reinforced concrete (RC) building both without and with shear walls.
- A building model with plan dimensions of 36m x 36m and 3.2m floor heights was analyzed using ETABS software. Material properties and section dimensions were specified.
- Models were analyzed using the response spectrum method according to Indian codes for seismic zone III and medium soil. Results for storey shear, moments and drift were compared between models with and without shear walls.
IRJET- Analysis of G+25 RCC Structure with Shear Wall under the Effect of...IRJET Journal
This document analyzes a G+25 reinforced concrete structure with shear walls under seismic loads using STAAD Pro V8i software. Five models are considered: a conventional building without shear walls, and buildings with shear walls placed at intermediate, corner, middle, and core locations. The models are analyzed and their base shear, displacement, story drift, shear force, and bending moment are compared. Previous studies on using shear walls to resist seismic forces are summarized. The goal is to determine which shear wall location provides the best seismic resistance. Load combinations from Indian codes are applied to the models for analysis.
IRJET- Analysis of G+15 Building Different Seismic Zones of IndiaIRJET Journal
This document analyzes the behavior of a G+15 reinforced concrete building model subjected to seismic zones III, IV, and V using ETABS software. Key parameters like base shear, story drift, displacement, and stiffness are compared between the models. The results show that as seismicity increases, base shear, displacements, and drifts all increase while stiffness decreases. The maximum responses generally occur at the base or middle heights. It was concluded that structural engineers must account for higher seismic forces in more intense zones to safely design tall buildings.
Earthquake Analysis of RCC structure by using Pushover AnalysisIRJET Journal
This document summarizes a research paper that analyzes the seismic behavior of reinforced concrete (RCC) structures using pushover analysis. It discusses conducting pushover analysis on RCC building models in Etabs software to evaluate their performance under earthquake loads. The paper analyzes G+10, G+15, G+20, and G+25 story buildings to compare their base shear, story drift, and displacement. It finds that pushover analysis is effective for exploring the nonlinear behavior of structures and that Etabs provides accurate results. The paper concludes that high-rise buildings can be designed to withstand seismic loads based on the pushover analysis results.
DYNAMIC ANALYSIS OF SHEAR BUILDING AT DIFFERENT LOCATIONS IN DIFFERENT SEISMI...IRJET Journal
The document analyzes the dynamic response of a 10-story reinforced concrete building located in different seismic zones, with and without shear walls, using CYPECAD software. It finds that including shear walls significantly reduces story displacement, drift, and acceleration in the building, especially in higher zones. The model with shear walls along the building periphery performed best with the lowest displacements. As zone and number of stories increased, displacement and drift also rose, demonstrating the importance of shear walls for stability in tall structures in seismic areas.
EFFECT OF SHAPE ON SEISMIC RESPONSE OF A STRUCTUREIRJET Journal
This document summarizes a study on the effect of structure shape on seismic response. Two building models were analyzed - a regular rectangular shaped building and an irregular L-shaped building, both 7 stories tall with the same plan area. Equivalent static analysis was performed using ETABS software. Results showed the L-shaped building had greater lateral displacement, storey drift, and base shear compared to the rectangular building, indicating irregular shapes respond worse to seismic loads. In conclusion, regular simple geometries attract less seismic force and perform better during earthquakes than irregular complex shapes.
IRJET- Seismic Analysis of various Shapes of BuildingIRJET Journal
1) The document analyzes the seismic performance of buildings with different shapes, specifically a rectangular and L-shaped building.
2) Computer modeling and analysis was performed using STAAD-Pro software to compare the seismic response of the two building shapes.
3) The results showed that the rectangular building experienced greater base shear and total shear stresses compared to the L-shaped building, but the L-shaped building had larger deflections, indicating it performed more poorly during seismic activity.
IRJET- Performance of High Rise Building under Seismic and Wind Excitation fo...IRJET Journal
This document summarizes research on analyzing the performance of high-rise buildings with different plan configurations under seismic and wind loads. 21 building models with heights of 180m and floor plans varying from aspect ratios of 1:1 to 1:3 were modeled and analyzed using finite element analysis software. The results show that building displacement increases with higher plan aspect ratios, especially in the y-direction. Plan aspect ratios above 1:2.6 resulted in displacements exceeding code limits. Buildings with square plans (ratio of 1:1) performed best seismically with lower displacements and periods of vibration. Higher aspect ratio buildings were found to be more vulnerable to excitations from earthquakes and wind.
IRJET- Comparative Study on CFST and Steel Diagrid Structural System for High...IRJET Journal
This study compares the performance of composite cross-sectional steel tube (CFST) diagrid and steel diagrid structural systems for high-rise buildings under seismic loading. 12 building models of G+42 and G+30 storeys were analyzed using ETABS software. The buildings were located in different seismic zones with medium soil. Results showed that steel diagrid structures performed better than CFST diagrid structures, with steel diagrid exhibiting lower storey displacements and drifts. Diagrid structures in general were found to effectively distribute lateral loads and reduce the impact of dynamic loading on high-rise buildings.
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...IRJET Journal
This document analyzes a steel-braced symmetrical reinforced concrete building with and without designed I-section rubber base isolators. The building is modeled in ETABS software and response spectrum analysis is conducted. Base isolators are designed as I-section shapes made of rubber with specified dimensions. Analysis shows that with base isolators, story displacements, drifts and base shear are reduced, indicating lower earthquake effects on the building and more stable performance. Therefore, use of bracings and base isolators can significantly reduce potential damage to structures from earthquakes.
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-...IRJET Journal
This document analyzes a steel braced symmetrical reinforced concrete building with and without designed I-sectional rubber base isolators. The building is modeled in ETABS software and response spectrum analysis is conducted. Base isolators are designed as I-sections to isolate the structure from ground movements during earthquakes. Analysis shows that with base isolators, displacements, drift, and base shear are reduced, indicating lower earthquake effects on the building and more stable performance. Therefore, steel bracing combined with base isolators is effective at minimizing earthquake damage to structures.
IRJET- Seismic Analysis and Design of Regular and Irregular Framed Commer...IRJET Journal
This document discusses seismic analysis and design of regular and irregular commercial buildings. It analyzes 6-story buildings in seismic zone V using ETABS software. Response spectrum analysis is performed on regular, L-shaped, and T-shaped building models having the same area. Parameters like story shear, displacement, and drift are compared. The objectives are to study behavior differences between regular and irregular structures, analyze parameter variations under different seismic intensities, and identify the best building configuration. Analysis methods like equivalent static, nonlinear static, response spectrum, and time history are described. Modeling is done in ETABS and results are verified with manual calculations.
SEISMIC ANALYSIS AND DESIGN OF MULTI-STOREY BUILDING IN STAAD PRO FOR ZONE IIIRJET Journal
This document discusses the seismic analysis and design of a 5-storey building in Zone II using STAAD Pro software. It summarizes the objectives of analyzing the building's response to seismic loads by determining base shear and story drift. The methodology used STAAD Pro to model and analyze the building in accordance with Indian code IS 1893. The results showed the building's reaction to seismic loads through characteristics like displacement, base shear, and story drift. This allowed checking that the building design is safe for the specified seismic zone.
IRJET- Performance of Multi-Story RCC Structure with Floating ColumnIRJET Journal
This document summarizes a research paper that analyzed the performance of multi-story reinforced concrete (RCC) structures with floating columns. The researchers used ETABS software to model a 10-story building and compare the results of conventional linear static analysis to sequential construction analysis. They found that sequential construction analysis, which applies loads stage-by-stage as construction progresses, produced higher deformations, bending moments, and shear forces in the transfer beams supporting floating columns compared to conventional analysis. Deformations were 43-59% higher with sequential analysis. Bending moments and shear forces also increased more for floating columns located at building corners compared to the middle. The researchers concluded floating column structures require sequential construction analysis to accurately capture their behavior.
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...IRJET Journal
The document summarizes a study analyzing the seismic response of a 9-story irregular reinforced concrete frame structure with varying soil conditions (hard, medium, and soft soil) using STAAD Pro software. Three models (M1, M2, M3) with the same structural parameters except soil type are analyzed using the equivalent static method. The response of each model is examined in terms of maximum story displacement, column stresses, and required steel quantity. The objective is to check the stability of the models under different soil conditions according to Indian codes and standards.
Similar to IRJET- Study and Comparison of Seismic Assessment Parameters in Different International Codes (20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...IRJET Journal
1) The document discusses the Sungal Tunnel project in Jammu and Kashmir, India, which is being constructed using the New Austrian Tunneling Method (NATM).
2) NATM involves continuous monitoring during construction to adapt to changing ground conditions, and makes extensive use of shotcrete for temporary tunnel support.
3) The methodology section outlines the systematic geotechnical design process for tunnels according to Austrian guidelines, and describes the various steps of NATM tunnel construction including initial and secondary tunnel support.
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTUREIRJET Journal
This study examines the effect of response reduction factors (R factors) on reinforced concrete (RC) framed structures through nonlinear dynamic analysis. Three RC frame models with varying heights (4, 8, and 12 stories) were analyzed in ETABS software under different R factors ranging from 1 to 5. The results showed that displacement increased as the R factor decreased, indicating less linear behavior for lower R factors. Drift also decreased proportionally with increasing R factors from 1 to 5. Shear forces in the frames decreased with higher R factors. In general, R factors of 3 to 5 produced more satisfactory performance with less displacement and drift. The displacement variations between different building heights were consistent at different R factors. This study evaluated how R factors influence
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...IRJET Journal
This study compares the use of Stark Steel and TMT Steel as reinforcement materials in a two-way reinforced concrete slab. Mechanical testing is conducted to determine the tensile strength, yield strength, and other properties of each material. A two-way slab design adhering to codes and standards is executed with both materials. The performance is analyzed in terms of deflection, stability under loads, and displacement. Cost analyses accounting for material, durability, maintenance, and life cycle costs are also conducted. The findings provide insights into the economic and structural implications of each material for reinforcement selection and recommendations on the most suitable material based on the analysis.
Effect of Camber and Angles of Attack on Airfoil CharacteristicsIRJET Journal
This document discusses a study analyzing the effect of camber, position of camber, and angle of attack on the aerodynamic characteristics of airfoils. Sixteen modified asymmetric NACA airfoils were analyzed using computational fluid dynamics (CFD) by varying the camber, camber position, and angle of attack. The results showed the relationship between these parameters and the lift coefficient, drag coefficient, and lift to drag ratio. This provides insight into how changes in airfoil geometry impact aerodynamic performance.
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...IRJET Journal
This document reviews the progress and challenges of aluminum-based metal matrix composites (MMCs), focusing on their fabrication processes and applications. It discusses how various aluminum MMCs have been developed using reinforcements like borides, carbides, oxides, and nitrides to improve mechanical and wear properties. These composites have gained prominence for their lightweight, high-strength and corrosion resistance properties. The document also examines recent advancements in fabrication techniques for aluminum MMCs and their growing applications in industries such as aerospace and automotive. However, it notes that challenges remain around issues like improper mixing of reinforcements and reducing reinforcement agglomeration.
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...IRJET Journal
This document discusses research on using graph neural networks (GNNs) for dynamic optimization of public transportation networks in real-time. GNNs represent transit networks as graphs with nodes as stops and edges as connections. The GNN model aims to optimize networks using real-time data on vehicle locations, arrival times, and passenger loads. This helps increase mobility, decrease traffic, and improve efficiency. The system continuously trains and infers to adapt to changing transit conditions, providing decision support tools. While research has focused on performance, more work is needed on security, socio-economic impacts, contextual generalization of models, continuous learning approaches, and effective real-time visualization.
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...IRJET Journal
This document summarizes a research project that aims to compare the structural performance of conventional slab and grid slab systems in multi-story buildings using ETABS software. The study will analyze both symmetric and asymmetric building models under various loading conditions. Parameters like deflections, moments, shears, and stresses will be examined to evaluate the structural effectiveness of each slab type. The results will provide insights into the comparative behavior of conventional and grid slabs to help engineers and architects select appropriate slab systems based on building layouts and design requirements.
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...IRJET Journal
This document summarizes and reviews a research paper on the seismic response of reinforced concrete (RC) structures with plan and vertical irregularities, with and without infill walls. It discusses how infill walls can improve or reduce the seismic performance of RC buildings, depending on factors like wall layout, height distribution, connection to the frame, and relative stiffness of walls and frames. The reviewed research paper analyzes the behavior of infill walls, effects of vertical irregularities, and seismic performance of high-rise structures under linear static and dynamic analysis. It studies response characteristics like story drift, deflection and shear. The document also provides literature on similar research investigating the effects of infill walls, soft stories, plan irregularities, and different
This document provides a review of machine learning techniques used in Advanced Driver Assistance Systems (ADAS). It begins with an abstract that summarizes key applications of machine learning in ADAS, including object detection, recognition, and decision-making. The introduction discusses the integration of machine learning in ADAS and how it is transforming vehicle safety. The literature review then examines several research papers on topics like lightweight deep learning models for object detection and lane detection models using image processing. It concludes by discussing challenges and opportunities in the field, such as improving algorithm robustness and adaptability.
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...IRJET Journal
The document analyzes temperature and precipitation trends in Asosa District, Benishangul Gumuz Region, Ethiopia from 1993 to 2022 based on data from the local meteorological station. The results show:
1) The average maximum and minimum annual temperatures have generally decreased over time, with maximum temperatures decreasing by a factor of -0.0341 and minimum by -0.0152.
2) Mann-Kendall tests found the decreasing temperature trends to be statistically significant for annual maximum temperatures but not for annual minimum temperatures.
3) Annual precipitation in Asosa District showed a statistically significant increasing trend.
The conclusions recommend development planners account for rising summer precipitation and declining temperatures in
P.E.B. Framed Structure Design and Analysis Using STAAD ProIRJET Journal
This document discusses the design and analysis of pre-engineered building (PEB) framed structures using STAAD Pro software. It provides an overview of PEBs, including that they are designed off-site with building trusses and beams produced in a factory. STAAD Pro is identified as a key tool for modeling, analyzing, and designing PEBs to ensure their performance and safety under various load scenarios. The document outlines modeling structural parts in STAAD Pro, evaluating structural reactions, assigning loads, and following international design codes and standards. In summary, STAAD Pro is used to design and analyze PEB framed structures to ensure safety and code compliance.
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...IRJET Journal
This document provides a review of research on innovative fiber integration methods for reinforcing concrete structures. It discusses studies that have explored using carbon fiber reinforced polymer (CFRP) composites with recycled plastic aggregates to develop more sustainable strengthening techniques. It also examines using ultra-high performance fiber reinforced concrete to improve shear strength in beams. Additional topics covered include the dynamic responses of FRP-strengthened beams under static and impact loads, and the performance of preloaded CFRP-strengthened fiber reinforced concrete beams. The review highlights the potential of fiber composites to enable more sustainable and resilient construction practices.
Survey Paper on Cloud-Based Secured Healthcare SystemIRJET Journal
This document summarizes a survey on securing patient healthcare data in cloud-based systems. It discusses using technologies like facial recognition, smart cards, and cloud computing combined with strong encryption to securely store patient data. The survey found that healthcare professionals believe digitizing patient records and storing them in a centralized cloud system would improve access during emergencies and enable more efficient care compared to paper-based systems. However, ensuring privacy and security of patient data is paramount as healthcare incorporates these digital technologies.
Review on studies and research on widening of existing concrete bridgesIRJET Journal
This document summarizes several studies that have been conducted on widening existing concrete bridges. It describes a study from China that examined load distribution factors for a bridge widened with composite steel-concrete girders. It also outlines challenges and solutions for widening a bridge in the UAE, including replacing bearings and stitching the new and existing structures. Additionally, it discusses two bridge widening projects in New Zealand that involved adding precast beams and stitching to connect structures. Finally, safety measures and challenges for strengthening a historic bridge in Switzerland under live traffic are presented.
React based fullstack edtech web applicationIRJET Journal
The document describes the architecture of an educational technology web application built using the MERN stack. It discusses the frontend developed with ReactJS, backend with NodeJS and ExpressJS, and MongoDB database. The frontend provides dynamic user interfaces, while the backend offers APIs for authentication, course management, and other functions. MongoDB enables flexible data storage. The architecture aims to provide a scalable, responsive platform for online learning.
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...IRJET Journal
This paper proposes integrating Internet of Things (IoT) and blockchain technologies to help implement objectives of India's National Education Policy (NEP) in the education sector. The paper discusses how blockchain could be used for secure student data management, credential verification, and decentralized learning platforms. IoT devices could create smart classrooms, automate attendance tracking, and enable real-time monitoring. Blockchain would ensure integrity of exam processes and resource allocation, while smart contracts automate agreements. The paper argues this integration has potential to revolutionize education by making it more secure, transparent and efficient, in alignment with NEP goals. However, challenges like infrastructure needs, data privacy, and collaborative efforts are also discussed.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.IRJET Journal
This document provides a review of research on the performance of coconut fibre reinforced concrete. It summarizes several studies that tested different volume fractions and lengths of coconut fibres in concrete mixtures with varying compressive strengths. The studies found that coconut fibre improved properties like tensile strength, toughness, crack resistance, and spalling resistance compared to plain concrete. Volume fractions of 2-5% and fibre lengths of 20-50mm produced the best results. The document concludes that using a 4-5% volume fraction of coconut fibres 30-40mm in length with M30-M60 grade concrete would provide benefits based on previous research.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...IRJET Journal
The document discusses optimizing business management processes through automation using Microsoft Power Automate and artificial intelligence. It provides an overview of Power Automate's key components and features for automating workflows across various apps and services. The document then presents several scenarios applying automation solutions to common business processes like data entry, monitoring, HR, finance, customer support, and more. It estimates the potential time and cost savings from implementing automation for each scenario. Finally, the conclusion emphasizes the transformative impact of AI and automation tools on business processes and the need for ongoing optimization.
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignIRJET Journal
The document describes the seismic design of a G+5 steel building frame located in Roorkee, India according to Indian codes IS 1893-2002 and IS 800. The frame was analyzed using the equivalent static load method and response spectrum method, and its response in terms of displacements and shear forces were compared. Based on the analysis, the frame was designed as a seismic-resistant steel structure according to IS 800:2007. The software STAAD Pro was used for the analysis and design.
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...IRJET Journal
This research paper explores using plastic waste as a sustainable and cost-effective construction material. The study focuses on manufacturing pavers and bricks using recycled plastic and partially replacing concrete with plastic alternatives. Initial results found that pavers and bricks made from recycled plastic demonstrate comparable strength and durability to traditional materials while providing environmental and cost benefits. Additionally, preliminary research indicates incorporating plastic waste as a partial concrete replacement significantly reduces construction costs without compromising structural integrity. The outcomes suggest adopting plastic waste in construction can address plastic pollution while optimizing costs, promoting more sustainable building practices.
Literature Review Basics and Understanding Reference Management.pptxDr Ramhari Poudyal
Three-day training on academic research focuses on analytical tools at United Technical College, supported by the University Grant Commission, Nepal. 24-26 May 2024
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
A review on techniques and modelling methodologies used for checking electrom...nooriasukmaningtyas
The proper function of the integrated circuit (IC) in an inhibiting electromagnetic environment has always been a serious concern throughout the decades of revolution in the world of electronics, from disjunct devices to today’s integrated circuit technology, where billions of transistors are combined on a single chip. The automotive industry and smart vehicles in particular, are confronting design issues such as being prone to electromagnetic interference (EMI). Electronic control devices calculate incorrect outputs because of EMI and sensors give misleading values which can prove fatal in case of automotives. In this paper, the authors have non exhaustively tried to review research work concerned with the investigation of EMI in ICs and prediction of this EMI using various modelling methodologies and measurement setups.
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELgerogepatton
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
Embedded machine learning-based road conditions and driving behavior monitoringIJECEIAES
Car accident rates have increased in recent years, resulting in losses in human lives, properties, and other financial costs. An embedded machine learning-based system is developed to address this critical issue. The system can monitor road conditions, detect driving patterns, and identify aggressive driving behaviors. The system is based on neural networks trained on a comprehensive dataset of driving events, driving styles, and road conditions. The system effectively detects potential risks and helps mitigate the frequency and impact of accidents. The primary goal is to ensure the safety of drivers and vehicles. Collecting data involved gathering information on three key road events: normal street and normal drive, speed bumps, circular yellow speed bumps, and three aggressive driving actions: sudden start, sudden stop, and sudden entry. The gathered data is processed and analyzed using a machine learning system designed for limited power and memory devices. The developed system resulted in 91.9% accuracy, 93.6% precision, and 92% recall. The achieved inference time on an Arduino Nano 33 BLE Sense with a 32-bit CPU running at 64 MHz is 34 ms and requires 2.6 kB peak RAM and 139.9 kB program flash memory, making it suitable for resource-constrained embedded systems.