This document describes a comparative study using STAAD.Pro software to analyze a mid-rise (G+5) and high-rise (G+10) building with and without shear walls. The study aims to identify the load case with the greatest story drift and determine the maximum drift values and heights. A 3D model of each building is created in STAAD.Pro and assigned materials, member properties, loads, and load combinations based on Indian codes. An analysis is run to obtain member forces and support reactions. Story drift values will then be compared between models to evaluate their structural performance.
IRJET- Design and Analysis of RCC Framed Structure(G+5) by using STAAD.Pr...IRJET Journal
1. The document describes the analysis and design of a G+5 residential building using STAAD.Pro and STAAD.etc software.
2. The building is modeled in STAAD.Pro, loads are applied, and the structure is analyzed to obtain shear forces and bending moments. Beams, columns, slabs, and pile caps are then designed using both STAAD.etc and manual calculations.
3. The analysis and design are compared to validate the results and determine the safe and economical design of the building.
Analysis Of Earthquake Resistant Structure By Base Isolation MethodIRJET Journal
1. The document discusses the analysis of earthquake-resistant structures using base isolation methods. Base isolation involves inserting seismic isolators at the base of a structure to decouple it from ground motions during an earthquake.
2. Several types of base isolators are discussed, including lead-rubber bearings, which provide rigidity under service loads and energy dissipation during seismic events.
3. A 10-story residential building is modeled using ETABS software to compare the seismic performance of a fixed-base structure versus one with base isolators. Results show that base isolation reduces story drift, displacement, and base shear, indicating less damage to the isolated structure.
A Comparative Study on Analysis of G+8 Commercial Steel Building Using STAAD....IRJET Journal
- The document presents a comparative study analyzing a G+8 commercial steel building using STAAD.Pro and ETABS software.
- The study models the building in both programs and compares results for parameters like horizontal displacements, support reactions, axial forces in columns, shear forces and bending moments in beams.
- The results show some parameters like support reactions and displacements are similar between the programs while others like bending moments and shear forces show more variation. Overall both programs provide effective analysis of the building structure.
Analysis and Design of an Earthquake Resistant Structure using STADD. ProIRJET Journal
This document describes analyzing and designing an earthquake resistant residential building in Mumbai using STADD.Pro software. The 11-story building is modeled in STADD.Pro and various loads including dead load, live load, wind load, and seismic load are calculated and applied based on Indian codes. An equivalent static analysis is performed to calculate member forces and displacements. The building is then designed as an ordinary moment resisting frame using limit state design method and concrete grade M25 with reinforcement FE415. The output from STADD.Pro contains the design of each individual beam and column to ensure the structural safety of the building under all load combinations including lateral loads from earthquakes and wind.
SEISMIC ANALYSIS OF G+7 RESIDENTIAL BUILDING WITH AND WITHOUT SHEAR WALLIRJET Journal
This document summarizes a study on the seismic analysis of a G+7 residential building located in a high seismic zone V, with and without shear walls. The building is modeled in STAAD Pro software and analyzed considering Indian code IS 1893(2005). Parameters like base shear, storey shear, displacements, bending moments, and stresses are compared between the models. The results show that the model with shear walls experiences lower displacements, stresses, bending moments, and base shear, indicating that shear walls greatly improve a building's ability to resist seismic forces compared to a building without shear walls.
IRJET- Analysis and Design of High-Rise RC Structure in Different Seismic ZonesIRJET Journal
This document analyzes and compares the design of a 15-story reinforced concrete structure with an H-shape in different seismic zones of India. Two models are considered - one with connecting beams between the wings of the H-shape and one without. Both models are modeled and analyzed in STAAD Pro software. The results, including shear forces, bending moments, deflections, and steel reinforcement percentages, are compared for the two models across zones II through V. The analysis shows marginal differences between the two models, with the model without connecting beams performing slightly worse in some parameters. The document concludes that connecting beams have little impact on the structural behavior but can improve construction.
Comparative Study on Analysis of G+10 Regular Residential Building subjected ...IRJET Journal
The document compares the analysis of a G+10 residential building using STAAD.Pro and ETABS software. Both software were used to model and analyze the building subjected to wind loads. The results obtained from both software for member forces like axial force, shear force, bending moment and deflections were then compared. In general, STAAD.Pro provided slightly higher values than ETABS for shear forces, bending moments and deflections. However, ETABS was found to be more user friendly. Both software are commonly used for structural analysis but show some minor differences in results.
IRJET- Analysis of Steel Framed Structure using Steel Bracing System for ...IRJET Journal
This document analyzes the seismic response of a 5-story steel framed building with different bracing systems using ETABS software. The models are analyzed using equivalent static analysis as per Indian codes. Results show that braced frames have 15-26% higher base shear and storey shear compared to an unbraced frame. Storey drift is also significantly reduced in braced frames, by up to 58% for X-braced frames compared to an unbraced frame. X-bracing provides the best seismic performance with lowest storey drift values. In conclusion, bracing systems improve the stiffness and seismic resistance of steel framed buildings.
IRJET- Design and Analysis of RCC Framed Structure(G+5) by using STAAD.Pr...IRJET Journal
1. The document describes the analysis and design of a G+5 residential building using STAAD.Pro and STAAD.etc software.
2. The building is modeled in STAAD.Pro, loads are applied, and the structure is analyzed to obtain shear forces and bending moments. Beams, columns, slabs, and pile caps are then designed using both STAAD.etc and manual calculations.
3. The analysis and design are compared to validate the results and determine the safe and economical design of the building.
Analysis Of Earthquake Resistant Structure By Base Isolation MethodIRJET Journal
1. The document discusses the analysis of earthquake-resistant structures using base isolation methods. Base isolation involves inserting seismic isolators at the base of a structure to decouple it from ground motions during an earthquake.
2. Several types of base isolators are discussed, including lead-rubber bearings, which provide rigidity under service loads and energy dissipation during seismic events.
3. A 10-story residential building is modeled using ETABS software to compare the seismic performance of a fixed-base structure versus one with base isolators. Results show that base isolation reduces story drift, displacement, and base shear, indicating less damage to the isolated structure.
A Comparative Study on Analysis of G+8 Commercial Steel Building Using STAAD....IRJET Journal
- The document presents a comparative study analyzing a G+8 commercial steel building using STAAD.Pro and ETABS software.
- The study models the building in both programs and compares results for parameters like horizontal displacements, support reactions, axial forces in columns, shear forces and bending moments in beams.
- The results show some parameters like support reactions and displacements are similar between the programs while others like bending moments and shear forces show more variation. Overall both programs provide effective analysis of the building structure.
Analysis and Design of an Earthquake Resistant Structure using STADD. ProIRJET Journal
This document describes analyzing and designing an earthquake resistant residential building in Mumbai using STADD.Pro software. The 11-story building is modeled in STADD.Pro and various loads including dead load, live load, wind load, and seismic load are calculated and applied based on Indian codes. An equivalent static analysis is performed to calculate member forces and displacements. The building is then designed as an ordinary moment resisting frame using limit state design method and concrete grade M25 with reinforcement FE415. The output from STADD.Pro contains the design of each individual beam and column to ensure the structural safety of the building under all load combinations including lateral loads from earthquakes and wind.
SEISMIC ANALYSIS OF G+7 RESIDENTIAL BUILDING WITH AND WITHOUT SHEAR WALLIRJET Journal
This document summarizes a study on the seismic analysis of a G+7 residential building located in a high seismic zone V, with and without shear walls. The building is modeled in STAAD Pro software and analyzed considering Indian code IS 1893(2005). Parameters like base shear, storey shear, displacements, bending moments, and stresses are compared between the models. The results show that the model with shear walls experiences lower displacements, stresses, bending moments, and base shear, indicating that shear walls greatly improve a building's ability to resist seismic forces compared to a building without shear walls.
IRJET- Analysis and Design of High-Rise RC Structure in Different Seismic ZonesIRJET Journal
This document analyzes and compares the design of a 15-story reinforced concrete structure with an H-shape in different seismic zones of India. Two models are considered - one with connecting beams between the wings of the H-shape and one without. Both models are modeled and analyzed in STAAD Pro software. The results, including shear forces, bending moments, deflections, and steel reinforcement percentages, are compared for the two models across zones II through V. The analysis shows marginal differences between the two models, with the model without connecting beams performing slightly worse in some parameters. The document concludes that connecting beams have little impact on the structural behavior but can improve construction.
Comparative Study on Analysis of G+10 Regular Residential Building subjected ...IRJET Journal
The document compares the analysis of a G+10 residential building using STAAD.Pro and ETABS software. Both software were used to model and analyze the building subjected to wind loads. The results obtained from both software for member forces like axial force, shear force, bending moment and deflections were then compared. In general, STAAD.Pro provided slightly higher values than ETABS for shear forces, bending moments and deflections. However, ETABS was found to be more user friendly. Both software are commonly used for structural analysis but show some minor differences in results.
IRJET- Analysis of Steel Framed Structure using Steel Bracing System for ...IRJET Journal
This document analyzes the seismic response of a 5-story steel framed building with different bracing systems using ETABS software. The models are analyzed using equivalent static analysis as per Indian codes. Results show that braced frames have 15-26% higher base shear and storey shear compared to an unbraced frame. Storey drift is also significantly reduced in braced frames, by up to 58% for X-braced frames compared to an unbraced frame. X-bracing provides the best seismic performance with lowest storey drift values. In conclusion, bracing systems improve the stiffness and seismic resistance of steel framed buildings.
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.
IRJET- Analysis and Design of Multistorey Building (G+3) by using ETABS SoftwareIRJET Journal
The document describes the analysis and design of a G+3 multi-storey hospital building using ETABS software. Key steps included modeling the building in ETABS, applying loads according to Indian codes, analyzing the structure, and designing beams, columns, footings and slabs. Beams and columns were checked for shear forces and bending moments. Slab design was conducted using the limit state method. The analysis results, such as bending moment diagrams and shear force diagrams obtained from ETABS, are also presented.
IRJET- Planning, Analysis and Design of an Auditorium BuildingIRJET Journal
This document discusses the planning, analysis, and design of an auditorium building using various software programs. The building is a G+1 structure with a tee-shaped plan area of 1100 square meters intended to seat 400 people. STAAD Pro software was used to model and analyze the structure, calculating loads, bending moments, and shear forces. The structure was designed using the limit state method according to Indian codes IS 456 for concrete and IS 800 for steel. AutoCAD was used for structural drawings and reinforcement detailing. The analysis and design of structural elements like slabs, beams, columns, footings, and stairs are described.
IRJET- Designing and Analysis of Elements of a Multi-Storey BuildingIRJET Journal
1. The document describes designing and analyzing elements of a multi-storey building using three structural design software: STAAD.PRO, ETABS, and SAP.
2. The objective is to model and analyze a 6-storey building considering loads like dead, live, wind and seismic loads per Indian standards and compare results.
3. The analysis includes load calculation, modeling the building in the three software, and comparing results for time taken, accuracy, flexibility and quantities of concrete required. ETABS is found to be fastest while all three software give similar results.
Study of Seismic and Wind Effect on Multi-Storey R.C.C. Building using ETABSIRJET Journal
The document discusses analyzing the effects of building height on base shear and lateral forces due to earthquake and wind loads using ETABS software. A multi-story irregular building is modeled and analyzed at different heights. Results for wind and earthquake loads are compared at various stories to determine the minimum height at which wind load dominates over earthquake load. The analysis includes modeling the building, applying dead, live, wind and earthquake loads, and evaluating base shear, shear forces, and bending moments.
Study of Self Compacting Concrete by using Marginal Materials-Partial Replace...IRJET Journal
The document analyzes the effects of building height on base shear and lateral forces generated by earthquake and wind loads using ETABS software. A multi-storey irregular structure is modeled and analyzed at different heights. Load combinations including dead load, live load, wind load, and earthquake load are considered. Base shear values and lateral forces are calculated at various storeys. The minimum height at which wind load dominates over earthquake load is determined. Force coefficients and base shear results for different load combinations are presented for the 11th to 5th storeys. The analysis aims to compare wind and earthquake loads at varying heights and identify the height where wind load exceeds earthquake load.
IRJET- Analysis & Design of Industrial Building using Staad PROIRJET Journal
This document discusses the analysis and design of an industrial building truss using STAAD Pro software. It analyzes the loads on the truss, including dead load, live load, and wind load based on Indian standards. It calculates the wind load manually and verifies it using STAAD Pro. The analysis is performed to design a lightweight and high-strength truss structure that can efficiently resist various loads based on limit state design methods. The document concludes the analysis and design utilizing STAAD Pro provides an economic and high-strength design compared to conventional methods.
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
Comparison of Seismic Resistance of Moment Resisting RC Building using Shear ...IRJET Journal
This study compares the seismic resistance of a G+9 reinforced concrete building using shear walls and bracing systems. Six models are analyzed: a bare frame, three with shear walls in different locations, and three with X-bracing in different locations. Response spectrum analysis is used to evaluate the models based on base shear, storey displacement, and inter-storey drift. Both shear walls and bracing increase the building's stiffness and strength compared to the bare frame. Shear walls perform better than bracing in reducing displacements and drifts. Placing the lateral systems at the building corners provides the best seismic performance with a small increase in dead load. Shear walls are also more cost-effective than bracing.
“Analysis of Multi Storied Diagrid Structure using ETABS Software”IRJET Journal
This document analyzes the performance of a 16-story hexagonal building with and without diagonal bracing (diagrids) using ETABS software. Four models are analyzed: 1) a building without bracing which has a drift over the code limit, 2) a building with diagrids on the 1st-3rd floors which has a drift meeting code requirements, 3) a building with diagrids on the 13th-15th floors which has a drift under the code limit, and 4) a building with cross bracing on the 7th-8th floors which has the lowest drift. It is concluded that installing diagrids improves seismic performance by reducing drift, with diagrids higher in the building
IRJET - Design and Analysis of a G+4 Commercial Building by using STAAD PROIRJET Journal
1) The document describes the design and analysis of a G+4 commercial building using STAAD PRO software.
2) The building is L-shaped with a total height of 15m. Loads including dead load, live load are calculated and applied to the 3D model created in STAAD PRO.
3) The software is used to analyze shear forces, bending moments, deflections, and reinforcement details. Results indicate the structural components are safe and the proposed member sizes can be used for the building.
Response of RCC Structure under Influence of Earthquake using EtabsIRJET Journal
This document summarizes a study that performed a nonlinear time history analysis of an 8-story reinforced concrete building under seismic loads using ETABS software. The building was modeled and analyzed according to Indian codes for dead, live, and earthquake loads. Time history analysis was used to determine the building's response in terms of base shear and story displacements under different earthquake records. The results showed that time history analysis is important for accurately evaluating the seismic performance of multi-story reinforced concrete structures.
Evaluating Seismic Efficiency with Combination of Bracings in Steel Building ...IRJET Journal
This document presents a study that uses ETABS software to analyze the behavior of steel-framed buildings with different bracing systems under seismic loads. The researchers modeled a G+5 steel building located in seismic zone V of India in AutoCAD and ETABS. They applied dead loads, live loads, and seismic loads as per Indian codes and analyzed the model using the response spectrum method. The study compares models with different bracing types, including X-braces, diagonal braces, and eccentric braces, in terms of storey drift, storey displacement, and base shear. The results show that bracing systems are effective at reducing lateral displacement of the structure during earthquakes.
Response Spectrum and Time History Analysis of a Multistorey BuildingIRJET Journal
This document summarizes a study that analyzed the response spectrum and time history analysis of a 15-story building model using ETABS software. The building was subjected to seismic analysis to determine displacements, storey shears, and stiffness under earthquake forces. Both response spectrum analysis and time history analysis were conducted. The response spectrum analysis produced plots of storey displacement, storey shear, and storey stiffness. The time history analysis generated response spectrum plots and time history plots showing the variation in results between the two analysis methods. The study concluded the multi-story building designed to code was able to resist seismic forces based on the analysis results.
IRJET- Comparative Study of High Rise Building Subjected to Seismic and Wind ...IRJET Journal
This document compares the results of analyzing and designing a 7-story reinforced concrete building using CYPECAD and ETABS software. Both programs were used to model the building and analyze it under wind, seismic, and gravity loads. The results, such as shear forces, bending moments, storey displacement and drift, were then compared between the two programs. Generally, CYPECAD produced higher maximum values for storey displacement and drift compared to ETABS. For shear forces and bending moments, CYPECAD gave higher values for some load cases and ETABS gave higher values for others. The maximum values from both programs occurred under seismic loading. The document concludes that CYPECAD provides quicker analysis and design but both programs can adequately analyze a
IRJET- Design and Structural Analysis of Multi Storey Building (Both Commerci...IRJET Journal
This document discusses the structural analysis and design of a multi-storey commercial and residential building using STAAD Pro software. It first describes analyzing the building by calculating loads like dead load, live load, and load combinations. It then details designing building components like slabs, beams, columns, and footings based on the load calculations. The analysis found the building to be safe against all loadings and deflections. The conclusion is that STAAD Pro provides accurate results and a safe structural design for the multi-storey building.
A RESEARCH ON ANALYSIS OF PROGRESSIVE COLLPSE OF RCC BUILDING WITH BLAST LOAD...IRJET Journal
The document discusses a research study on analyzing the progressive collapse of reinforced concrete (RCC) buildings under blast and seismic loading. Progressive collapse is defined as the failure or disproportionate collapse of a building due to the spread of local failure through the structure. The study performs progressive collapse analysis on low-rise (G+4), medium-rise (G+17) and high-rise (G+22) RCC buildings using Staad Pro software. Columns are removed to initiate progressive collapse, and demand capacity ratios are calculated to check if the structures meet acceptance criteria. The results show the low-rise and high-rise buildings meet criteria, but medium-rise building needs redesign due to higher demand capacity ratio.
COMPARATIVE ANALYSIS OF DIAGRID STRUCTURE WITH VARIOUS INDIAN SEISMIC ZONEIRJET Journal
This document analyzes the performance of diagrid structural systems under seismic loading from various Indian seismic zones. 28 models of diagrid structures with varying parameters like storey height, member angles, and densities are analyzed using ETABS software. Response spectrum analysis is conducted to evaluate time period, base shear, storey displacement, drift, and other response parameters. Results show that seismic zone IV and V produce the highest displacements and drifts, with increases of around 33-38% compared to zone II. Models with varying member angles through the height generally perform better than uniform models. The study aims to determine the optimal diagrid configurations for different seismic zones in India.
IRJET- Analysis and Design of Multi - Storey Building Under Load CombinationIRJET Journal
This document analyzes and designs a 5-storey reinforced concrete building under various load combinations. It describes modeling the building and calculating loads like dead, live, seismic, wind and snow loads. Load combinations are defined according to Indian codes. The building is analyzed using the substitute frame method to determine member forces from different load cases. Slabs and columns are then designed based on the critical load combinations using limit state design. The maximum bending moment and shear force from the analysis are used for beam design. The building is thus designed to withstand seismic and snow loads for the very high seismic zone where it is located.
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.
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
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This document compares the results of analyzing and designing a 7-story reinforced concrete building using CYPECAD and ETABS software. Both programs were used to model the building and analyze it under wind, seismic, and gravity loads. The results, such as shear forces, bending moments, storey displacement and drift, were then compared between the two programs. Generally, CYPECAD produced higher maximum values for storey displacement and drift compared to ETABS. For shear forces and bending moments, CYPECAD gave higher values for some load cases and ETABS gave higher values for others. The maximum values from both programs occurred under seismic loading. The document concludes that CYPECAD provides quicker analysis and design but both programs can adequately analyze a
IRJET- Design and Structural Analysis of Multi Storey Building (Both Commerci...IRJET Journal
This document discusses the structural analysis and design of a multi-storey commercial and residential building using STAAD Pro software. It first describes analyzing the building by calculating loads like dead load, live load, and load combinations. It then details designing building components like slabs, beams, columns, and footings based on the load calculations. The analysis found the building to be safe against all loadings and deflections. The conclusion is that STAAD Pro provides accurate results and a safe structural design for the multi-storey building.
A RESEARCH ON ANALYSIS OF PROGRESSIVE COLLPSE OF RCC BUILDING WITH BLAST LOAD...IRJET Journal
The document discusses a research study on analyzing the progressive collapse of reinforced concrete (RCC) buildings under blast and seismic loading. Progressive collapse is defined as the failure or disproportionate collapse of a building due to the spread of local failure through the structure. The study performs progressive collapse analysis on low-rise (G+4), medium-rise (G+17) and high-rise (G+22) RCC buildings using Staad Pro software. Columns are removed to initiate progressive collapse, and demand capacity ratios are calculated to check if the structures meet acceptance criteria. The results show the low-rise and high-rise buildings meet criteria, but medium-rise building needs redesign due to higher demand capacity ratio.
COMPARATIVE ANALYSIS OF DIAGRID STRUCTURE WITH VARIOUS INDIAN SEISMIC ZONEIRJET Journal
This document analyzes the performance of diagrid structural systems under seismic loading from various Indian seismic zones. 28 models of diagrid structures with varying parameters like storey height, member angles, and densities are analyzed using ETABS software. Response spectrum analysis is conducted to evaluate time period, base shear, storey displacement, drift, and other response parameters. Results show that seismic zone IV and V produce the highest displacements and drifts, with increases of around 33-38% compared to zone II. Models with varying member angles through the height generally perform better than uniform models. The study aims to determine the optimal diagrid configurations for different seismic zones in India.
IRJET- Analysis and Design of Multi - Storey Building Under Load CombinationIRJET Journal
This document analyzes and designs a 5-storey reinforced concrete building under various load combinations. It describes modeling the building and calculating loads like dead, live, seismic, wind and snow loads. Load combinations are defined according to Indian codes. The building is analyzed using the substitute frame method to determine member forces from different load cases. Slabs and columns are then designed based on the critical load combinations using limit state design. The maximum bending moment and shear force from the analysis are used for beam design. The building is thus designed to withstand seismic and snow loads for the very high seismic zone where it is located.
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.
Similar to Comparative study of a multi – storied building with and without shear wall between Mid – rise and High – rise building by using STAAD.Pro (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.
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
Advanced control scheme of doubly fed induction generator for wind turbine us...IJECEIAES
This paper describes a speed control device for generating electrical energy on an electricity network based on the doubly fed induction generator (DFIG) used for wind power conversion systems. At first, a double-fed induction generator model was constructed. A control law is formulated to govern the flow of energy between the stator of a DFIG and the energy network using three types of controllers: proportional integral (PI), sliding mode controller (SMC) and second order sliding mode controller (SOSMC). Their different results in terms of power reference tracking, reaction to unexpected speed fluctuations, sensitivity to perturbations, and resilience against machine parameter alterations are compared. MATLAB/Simulink was used to conduct the simulations for the preceding study. Multiple simulations have shown very satisfying results, and the investigations demonstrate the efficacy and power-enhancing capabilities of the suggested control system.
Presentation of IEEE Slovenia CIS (Computational Intelligence Society) Chapte...University of Maribor
Slides from talk presenting:
Aleš Zamuda: Presentation of IEEE Slovenia CIS (Computational Intelligence Society) Chapter and Networking.
Presentation at IcETRAN 2024 session:
"Inter-Society Networking Panel GRSS/MTT-S/CIS
Panel Session: Promoting Connection and Cooperation"
IEEE Slovenia GRSS
IEEE Serbia and Montenegro MTT-S
IEEE Slovenia CIS
11TH INTERNATIONAL CONFERENCE ON ELECTRICAL, ELECTRONIC AND COMPUTING ENGINEERING
3-6 June 2024, Niš, Serbia
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.
ACEP Magazine edition 4th launched on 05.06.2024Rahul
This document provides information about the third edition of the magazine "Sthapatya" published by the Association of Civil Engineers (Practicing) Aurangabad. It includes messages from current and past presidents of ACEP, memories and photos from past ACEP events, information on life time achievement awards given by ACEP, and a technical article on concrete maintenance, repairs and strengthening. The document highlights activities of ACEP and provides a technical educational article for members.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
A SYSTEMATIC RISK ASSESSMENT APPROACH FOR SECURING THE SMART IRRIGATION SYSTEMSIJNSA Journal
The smart irrigation system represents an innovative approach to optimize water usage in agricultural and landscaping practices. The integration of cutting-edge technologies, including sensors, actuators, and data analysis, empowers this system to provide accurate monitoring and control of irrigation processes by leveraging real-time environmental conditions. The main objective of a smart irrigation system is to optimize water efficiency, minimize expenses, and foster the adoption of sustainable water management methods. This paper conducts a systematic risk assessment by exploring the key components/assets and their functionalities in the smart irrigation system. The crucial role of sensors in gathering data on soil moisture, weather patterns, and plant well-being is emphasized in this system. These sensors enable intelligent decision-making in irrigation scheduling and water distribution, leading to enhanced water efficiency and sustainable water management practices. Actuators enable automated control of irrigation devices, ensuring precise and targeted water delivery to plants. Additionally, the paper addresses the potential threat and vulnerabilities associated with smart irrigation systems. It discusses limitations of the system, such as power constraints and computational capabilities, and calculates the potential security risks. The paper suggests possible risk treatment methods for effective secure system operation. In conclusion, the paper emphasizes the significant benefits of implementing smart irrigation systems, including improved water conservation, increased crop yield, and reduced environmental impact. Additionally, based on the security analysis conducted, the paper recommends the implementation of countermeasures and security approaches to address vulnerabilities and ensure the integrity and reliability of the system. By incorporating these measures, smart irrigation technology can revolutionize water management practices in agriculture, promoting sustainability, resource efficiency, and safeguarding against potential security threats.
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
CHINA’S GEO-ECONOMIC OUTREACH IN CENTRAL ASIAN COUNTRIES AND FUTURE PROSPECTjpsjournal1
The rivalry between prominent international actors for dominance over Central Asia's hydrocarbon
reserves and the ancient silk trade route, along with China's diplomatic endeavours in the area, has been
referred to as the "New Great Game." This research centres on the power struggle, considering
geopolitical, geostrategic, and geoeconomic variables. Topics including trade, political hegemony, oil
politics, and conventional and nontraditional security are all explored and explained by the researcher.
Using Mackinder's Heartland, Spykman Rimland, and Hegemonic Stability theories, examines China's role
in Central Asia. This study adheres to the empirical epistemological method and has taken care of
objectivity. This study analyze primary and secondary research documents critically to elaborate role of
china’s geo economic outreach in central Asian countries and its future prospect. China is thriving in trade,
pipeline politics, and winning states, according to this study, thanks to important instruments like the
Shanghai Cooperation Organisation and the Belt and Road Economic Initiative. According to this study,
China is seeing significant success in commerce, pipeline politics, and gaining influence on other
governments. This success may be attributed to the effective utilisation of key tools such as the Shanghai
Cooperation Organisation and the Belt and Road Economic Initiative.