This document presents a comparative seismic analysis of a 20-story reinforced concrete framed structure building with and without shear walls. The analysis found that including shear walls can reduce the maximum story drift by 12-15% in the x-direction and 8-10% in the y-direction under different seismic load combinations. Properly designing and placing shear walls is important for reinforced concrete framed structures in high seismic zones to minimize story drift and improve safety during earthquakes.
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.
Linear Analysis of RCC High-Rise Structures with Multiple Combinations of Out...IRJET Journal
This document discusses a study analyzing the performance of various outrigger structural systems for commercial high-rise buildings under seismic loads. It presents linear analysis methods, namely response spectrum analysis and equivalent static load method, to model and analyze a 54-story building with different outrigger configurations. The results show that a system with two outriggers and a belt truss provides the maximum 18% reduction in top displacement compared to a bare frame structure. Storey drift is also reduced with the use of outriggers. Outriggers help improve stiffness and reduce displacements and stresses in tall buildings under lateral loads like earthquakes.
COMPARATIVE STUDY ON SEISMIC ANALYSIS OF CONVENTIONAL SLAB AND FLAT SLAB STRU...IRJET Journal
This document presents a comparative study on the seismic analysis of conventional slab and flat slab structures with and without shear walls using ETABS software. A 12-story building model with a conventional slab, flat slab without shear walls, and flat slab with shear walls at corners is created. The buildings are analyzed for different seismic zones and soil types according to Indian standards. Results for parameters like story displacement, story drift, story stiffness, and natural period are presented in graphs for each model and seismic zone using both the equivalent static method and response spectrum method. The study found that the flat slab structure with shear walls performed best with lower displacement, drift, and higher stiffness. Increasing the seismic zone was found to increase displacement and drift while keeping stiffness
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.
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.
BEHAVIOUR OF G+10 BUILDING WITH SHEAR-WALLS AT DIFFERENT POSITIONSIRJET Journal
This document analyzes the behavior of a G+10 building with shear walls placed in different positions through modeling and analysis in ETABS software. Six different models are created with shear walls placed: 1) without shear walls, 2) at the building center around the lift cores, 3) along the building periphery, 4) at the building corners, 5) along both longitudinal faces and around lift cores, and 6) along both lateral faces and around lift cores. The models are analyzed and results such as story displacements, drift, and shear are compared. Placing shear walls at the building corners (Model 5) provides about a 90% reduction in maximum story displacement, making it the most efficient configuration for resisting seismic forces.
Performance Based Approach for Seismic Design of Tall Building DiaphragmsIRJET Journal
This document summarizes research on using a performance-based approach for seismic design of tall building diaphragms. It investigates the performance of a tall building model against Service Level Earthquake (SLE) and Maximum Considered Earthquake (MCE) intensities using linear and nonlinear analysis methods. The study found that nonlinear time history analysis resulted in higher base shear, time period, story drift, shear force and bending moment compared to linear response spectrum analysis. It concluded that a performance-based approach can provide satisfactory seismic performance of tall buildings by considering ground motion characteristics and component-level performance objectives at different hazard levels.
Wind and Seismic Analysis of Building with Bracing System Resting on Sloping ...IRJET Journal
This document summarizes a research study that analyzed the wind and seismic performance of buildings with different bracing systems on sloping ground. The study used ETABS software to model and analyze step back buildings with various bracing types, including X, V, inverted V, and diagonal bracing. Results showed that X bracing provided the best performance in terms of maximum displacement, drift, base shear, and fundamental time period. Step back buildings with X bracing demonstrated superior performance under wind and seismic loads compared to step back setback buildings. The effectiveness of bracing was found to be limited for buildings over 6 stories or with an increased number of bays along the slope. Increasing bays across the slope enhanced building performance with bra
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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.
Linear Analysis of RCC High-Rise Structures with Multiple Combinations of Out...IRJET Journal
This document discusses a study analyzing the performance of various outrigger structural systems for commercial high-rise buildings under seismic loads. It presents linear analysis methods, namely response spectrum analysis and equivalent static load method, to model and analyze a 54-story building with different outrigger configurations. The results show that a system with two outriggers and a belt truss provides the maximum 18% reduction in top displacement compared to a bare frame structure. Storey drift is also reduced with the use of outriggers. Outriggers help improve stiffness and reduce displacements and stresses in tall buildings under lateral loads like earthquakes.
COMPARATIVE STUDY ON SEISMIC ANALYSIS OF CONVENTIONAL SLAB AND FLAT SLAB STRU...IRJET Journal
This document presents a comparative study on the seismic analysis of conventional slab and flat slab structures with and without shear walls using ETABS software. A 12-story building model with a conventional slab, flat slab without shear walls, and flat slab with shear walls at corners is created. The buildings are analyzed for different seismic zones and soil types according to Indian standards. Results for parameters like story displacement, story drift, story stiffness, and natural period are presented in graphs for each model and seismic zone using both the equivalent static method and response spectrum method. The study found that the flat slab structure with shear walls performed best with lower displacement, drift, and higher stiffness. Increasing the seismic zone was found to increase displacement and drift while keeping stiffness
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.
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.
BEHAVIOUR OF G+10 BUILDING WITH SHEAR-WALLS AT DIFFERENT POSITIONSIRJET Journal
This document analyzes the behavior of a G+10 building with shear walls placed in different positions through modeling and analysis in ETABS software. Six different models are created with shear walls placed: 1) without shear walls, 2) at the building center around the lift cores, 3) along the building periphery, 4) at the building corners, 5) along both longitudinal faces and around lift cores, and 6) along both lateral faces and around lift cores. The models are analyzed and results such as story displacements, drift, and shear are compared. Placing shear walls at the building corners (Model 5) provides about a 90% reduction in maximum story displacement, making it the most efficient configuration for resisting seismic forces.
Performance Based Approach for Seismic Design of Tall Building DiaphragmsIRJET Journal
This document summarizes research on using a performance-based approach for seismic design of tall building diaphragms. It investigates the performance of a tall building model against Service Level Earthquake (SLE) and Maximum Considered Earthquake (MCE) intensities using linear and nonlinear analysis methods. The study found that nonlinear time history analysis resulted in higher base shear, time period, story drift, shear force and bending moment compared to linear response spectrum analysis. It concluded that a performance-based approach can provide satisfactory seismic performance of tall buildings by considering ground motion characteristics and component-level performance objectives at different hazard levels.
Wind and Seismic Analysis of Building with Bracing System Resting on Sloping ...IRJET Journal
This document summarizes a research study that analyzed the wind and seismic performance of buildings with different bracing systems on sloping ground. The study used ETABS software to model and analyze step back buildings with various bracing types, including X, V, inverted V, and diagonal bracing. Results showed that X bracing provided the best performance in terms of maximum displacement, drift, base shear, and fundamental time period. Step back buildings with X bracing demonstrated superior performance under wind and seismic loads compared to step back setback buildings. The effectiveness of bracing was found to be limited for buildings over 6 stories or with an increased number of bays along the slope. Increasing bays across the slope enhanced building performance with bra
Analysis of High Rise Multistoried Building With and without Shear Wall By Re...IRJET Journal
This document analyzes a 15-story residential building with and without shear walls using response spectrum analysis. It finds that placing symmetrically positioned shear walls improves the building's performance in terms of seismic parameters like story drift, displacement, forces and stiffness compared to a building without shear walls. The building is modeled in ETABS software and seismic parameters are compared for models with and without shear walls in zone 3. Results show that shear walls enhance the building's lateral stiffness and resistance to earthquake forces.
COMPARATIVE SEISMIC ANALYSIS OF A MULTI-STOREY RCC STRUCTURE WITH & WITHOUT F...IRJET Journal
This document discusses a comparative seismic analysis of a multi-storey reinforced concrete structure with and without floating columns located in seismic Zone IV, using computer software ETABS. Four cases are analyzed: Case 1 with no floating columns, and Cases 2-4 with floating columns at different locations on the ground floor. Parameters compared include storey drift, displacement, and shear. Results show that the presence of floating columns increases storey drift and displacement due to discontinuity in load transfer, with interior floating columns performing better than exterior columns. The study seeks to evaluate the impact of floating columns on the structure's seismic performance and response.
This document presents a stiffness-based design methodology for determining preliminary member sizing of reinforced concrete diagrid structures for tall buildings. A 36-story building with a regular floor plan of 36m x 36m is modeled using ETABS software. Both a conventional reinforced concrete structure and a perimeter diagrid structure are analyzed and their performance is compared. Results show the diagrid structure has less top story displacement and drift, indicating it is stiffer. It also has less time period, meaning it is more stable during seismic events. While the diagrid structure requires slightly more concrete, it uses 37% less steel. Overall, the diagrid structure is found to be more economical and efficient for resisting lateral loads in tall buildings.
IRJET- Comparative Analysis of Multi-Storied Building with and without Shear ...IRJET Journal
This document presents a comparative analysis of the seismic behavior of an 11-story building model with and without shear walls. The building model is analyzed using STAADPRO software for different locations and thicknesses of shear walls. Results show that the presence of shear walls, particularly at corner locations and with greater thickness, significantly improves the building's seismic performance by reducing displacements, story drift, and column forces. The study concludes that properly locating shear walls can substantially decrease lateral drift and displacement experienced by the building during an earthquake.
IRJET- Planning, Analyzing and Design of High Rise Building using EtabsIRJET Journal
1) The document discusses planning, analyzing, and designing a 15-story residential building using ETABS software.
2) It describes modeling the building in ETABS, including dimensions of columns, beams, slabs and applying loads like dead, live, and seismic.
3) The analysis involved evaluating bending moments, shear forces, and drift from equivalent static analysis in ETABS to ensure structural integrity under loads.
Static analysis and design of G+10 RCC framed structure by using ETABSIRJET Journal
This document summarizes a study that used the ETABS software to analyze the static behavior of a 10-story reinforced concrete framed structure. Key steps included:
1) Modelling the G+10 building in ETABS and applying appropriate loads like dead, live, and seismic loads.
2) Performing static analysis to evaluate the structure's stability, strength, and performance under various load conditions.
3) Analyzing results like maximum story displacement, drift, shear force, and bending moment to ensure structural integrity and safety compliance.
4) Designing structural elements like beams and columns based on factors like material properties, safety codes, and optimization.
IRJET- Comparative Seismic Evaluation of Response of RC Building with Shear W...IRJET Journal
This document presents a comparative seismic evaluation of a 15-story reinforced concrete building with different bracing systems, including shear walls, X-bracing, V-bracing, and combined V-bracing. Three models are analyzed: an unbraced frame, frames with bracing at corner bays, and frames with bracing at the 3rd and 5th bays. Response spectrum analysis is conducted using ETABS software to determine seismic parameters like maximum displacement, drift, base shear, and time period. Results show that shear walls and bracing systems reduce displacement and drift compared to an unbraced frame, with shear walls performing the best in minimizing seismic response.
IRJET- Impact of Shear Wall to Reduce Torsional Effect for Unsymmetrical R.C....IRJET Journal
This document presents a study on analyzing the torsional effects on symmetrical and unsymmetrical reinforced concrete framed buildings under seismic loading. Time history analysis is performed on 10-storey symmetrical and L-shaped unsymmetrical buildings using MATLAB. The response quantities like base shear, displacement and torsional moment are obtained and compared for bare frame, frame with infill walls and frame with shear walls. The results show that the unsymmetrical bare frame experiences higher base shear, displacement and torsional moment compared to the symmetrical frame. Infill walls and shear walls are found to effectively reduce the torsional effects in the unsymmetrical building by shifting the center of rigidity closer to the center of mass.
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This document presents a study on the seismic analysis of multistory reinforced concrete structures considering rigid and semi-rigid floor diaphragms. The study was carried out using ETABS software to analyze structures with rigid diaphragms, semi-rigid diaphragms, and no diaphragms. Results were collected in terms of base shear, maximum story displacement, and maximum story drift for different soil types and seismic zones. The results showed that structures with rigid diaphragms performed better with less displacement compared to structures with semi-rigid or no diaphragms. Rigid diaphragms increased the base shear but reduced displacement by up to 45% and provided better stiffness. In conclusion, rigid
COMPARATIVE STUDY ON G+10 STOREY RCC BULDING WITH AND WITHOUT SHEAR WALL USIN...IRJET Journal
The document presents a comparative study on the seismic behavior of a 10-storey reinforced concrete building with and without shear walls, and with various percentages of openings (25%, 50%, 75%) in the shear walls. 15 building models were created and analyzed using ETABS software. The analyses investigated parameters like storey displacements, storey drift, time period, and base shear for the building models under equivalent lateral force analysis and response spectrum analysis for seismic zones II, III, and IV. The results show that the model without any openings in the shear wall performed the best in reducing lateral displacements, storey drifts, and increasing the fundamental time period across all seismic zones. Increasing the percentage of openings led to higher displace
ANALYSIS AND DESIGN OF HIGH-RISE DIAGRID STRUCTURESIRJET Journal
This document analyzes and designs high-rise diagrid structures. It studies 48-story rectangular and L-shaped buildings with diagrid systems in seismic zone III. The buildings are modeled and analyzed using ETABS software. Static, response spectrum, and wind analyses are performed to determine optimal diagrid angles. The maximum story displacement and drift are compared for different diagrid modules (2, 4, 6, 8 stories) and angles to identify the most efficient structural configuration for the building shapes.
Analysis of Seismic Behaviors of RC Frame Structure With Bracing System and W...IRJET Journal
This document analyzes the seismic behavior of reinforced concrete frame structures with and without steel bracing systems. A G+23 square building is modeled in Etabs with beam and column dimensions of 300mm x 400mm and 300mm x 500mm respectively. The building is analyzed using response spectrum analysis as per Indian codes for different bracing configurations including no bracing, X bracing, V bracing, inverted V bracing, and eccentric bracing. Results show that maximum storey displacements are lowest for structures with inverted V and V bracing systems, followed by X bracing. The non-braced structure experiences the highest displacements, confirming that bracing systems effectively reduce seismic responses of RC frames.
Analysis of Seismic Behaviors of RC Frame Structure With Bracing System and W...IRJET Journal
The document analyzes the seismic behavior of reinforced concrete frame structures with and without steel bracing systems. A G+23 square building is modeled in Etabs with beam and column dimensions of 300mm x 400mm and 300mm x 500mm respectively. The building is analyzed using response spectrum analysis as per Indian codes for different bracing configurations including no bracing, X bracing, V bracing, inverted V bracing. Storey displacements are compared for each model. The model without bracing showed the highest displacements of 186mm and 282mm in horizontal directions. Displacements were reduced with the addition of bracing systems, with inverted V bracing providing the lowest displacements of 148mm and 186mm. Thus
Planning, Analysis, Design and Detailing of degree college building by adapti...IRJET Journal
This document provides details on the planning, analysis, design, and estimation of a proposed G+1 degree college building using sustainable concepts. The building is planned on a 1-acre plot with a total built-up area of 28,654 square feet. The layout and drafting are done using AutoCAD software. Structural analysis is performed manually as per Indian codes to calculate forces and deflections. Based on the analysis, the dimensioning and reinforcement of structural elements like beams, columns, slabs, and footings are designed manually. Detailing of all elements is done using AutoCAD. Finally, the project cost is estimated using Microsoft Excel. The total estimated cost is around 5 crores following the latest PWD schedule of rates
A Comparitive study on Regular and Irregular configuration of multistorey bui...IRJET Journal
This document compares the structural analysis results of a 9-storey regular and irregular building modeled in ETABS software. For both buildings, the displacements, drifts, and shear forces are reported at each storey. The results show that the irregular building experiences 10-23% lower displacements, drifts, and shear forces compared to the regular building. This is because irregular configurations result in non-uniform distribution of loads throughout the building. The document concludes that structural behavior depends on the shape and type of building, with irregular structures displaying reduced demands under lateral loads.
Pushover Analysis of High Rise Building and Outrigger System With or Without ...IRJET Journal
This document summarizes a research paper that performed pushover analysis on a G+21 high-rise building model with different structural systems, including models with and without a core wall system, outrigger beams, and in-filled masonry walls. The analysis found that the model with a core wall and outrigger beam system had the lowest displacement and highest base shear capacity, indicating improved performance under lateral loads. In-filled masonry walls also helped reduce the building's lateral deflection when combined with the core wall and outrigger system.
IRJET- Performance of Flat Slabs and Flat Plates in High Seismic Zone with Va...IRJET Journal
This document analyzes the seismic performance of flat plate and flat slab structures with varying stiffness. Four models are considered: flat plate with shear walls, flat plate with bracing, flat slab with shear walls, and flat slab with bracing. The structures are analyzed using ETABS software to determine parameters like story displacement, drift, and base shear. The results show that under equivalent static analysis and response spectrum analysis, the flat slab with shear walls performs better than the other models, with minimum displacement and drift. In conclusion, the flat slab with shear walls provides better seismic performance for high seismic zones compared to the other structural configurations analyzed.
IRJET- An Innovative Method of Electricity Generation from Speed-Breakers of ...IRJET Journal
This document summarizes research on analyzing the seismic performance of flat slab and flat plate buildings compared to conventional beam-column buildings. A 10-story building model is analyzed using ETABS software to study the effects of adding steel bracing or shear walls. Previous studies on using different bracing configurations, increasing building height, and replacing columns with shear walls are reviewed. The current study analyzes buildings with flat slabs or plates and variable stiffness by adding bracing or walls at different locations. Response parameters like displacement, drift, shear and period are compared to evaluate the performance of walls versus bracing in improving seismic resistance of flat slab structures.
IRJET- A Review of Seismic Analysis of Shear Wall Optimization for Multi-...IRJET Journal
This document reviews seismic analysis of shear wall optimization in multi-storey buildings. It discusses different positions of shear walls, including at the middle, corners, and center of structures. Studies show shear walls improve structural performance under seismic loads by increasing stiffness and strength. Placing shear walls at the corners provides the highest reliability by minimizing drift, while a central location increases base shear and period. Properly designed and detailed shear walls improve earthquake resistance and are widely used in seismic regions.
IRJET- Study on Shear Wall and Bracing in Irregular Structure and Regular Str...IRJET Journal
This document presents a study on providing expansion joints in irregular and regular structures to improve their seismic performance. A 15-storey building model with an irregular L-shaped plan is created in ETABS software. The model is analyzed using response spectrum analysis for seismic zone V. The behavior of the irregular building is compared to regular models with and without expansion joints. The models include bare frames, shear wall frames, and combinations of shear walls and bracing. Responses such as base shear, story drift, displacement, forces and stiffness are compared between the regular and irregular configurations to evaluate the effectiveness of expansion joints.
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 provides details on the planning, analysis, design, and estimation of a proposed G+1 degree college building using sustainable concepts. The building is planned on a 1-acre plot with a total built-up area of 28,654 square feet. The layout and drafting are done using AutoCAD software. Structural analysis is performed manually as per Indian codes to calculate forces and deflections. Based on the analysis, the dimensioning and reinforcement of structural elements like beams, columns, slabs, and footings are designed manually. Detailing of all elements is done using AutoCAD. Finally, the project cost is estimated using Microsoft Excel. The total estimated cost is around 5 crores following the latest PWD schedule of rates
A Comparitive study on Regular and Irregular configuration of multistorey bui...IRJET Journal
This document compares the structural analysis results of a 9-storey regular and irregular building modeled in ETABS software. For both buildings, the displacements, drifts, and shear forces are reported at each storey. The results show that the irregular building experiences 10-23% lower displacements, drifts, and shear forces compared to the regular building. This is because irregular configurations result in non-uniform distribution of loads throughout the building. The document concludes that structural behavior depends on the shape and type of building, with irregular structures displaying reduced demands under lateral loads.
Pushover Analysis of High Rise Building and Outrigger System With or Without ...IRJET Journal
This document summarizes a research paper that performed pushover analysis on a G+21 high-rise building model with different structural systems, including models with and without a core wall system, outrigger beams, and in-filled masonry walls. The analysis found that the model with a core wall and outrigger beam system had the lowest displacement and highest base shear capacity, indicating improved performance under lateral loads. In-filled masonry walls also helped reduce the building's lateral deflection when combined with the core wall and outrigger system.
IRJET- Performance of Flat Slabs and Flat Plates in High Seismic Zone with Va...IRJET Journal
This document analyzes the seismic performance of flat plate and flat slab structures with varying stiffness. Four models are considered: flat plate with shear walls, flat plate with bracing, flat slab with shear walls, and flat slab with bracing. The structures are analyzed using ETABS software to determine parameters like story displacement, drift, and base shear. The results show that under equivalent static analysis and response spectrum analysis, the flat slab with shear walls performs better than the other models, with minimum displacement and drift. In conclusion, the flat slab with shear walls provides better seismic performance for high seismic zones compared to the other structural configurations analyzed.
IRJET- An Innovative Method of Electricity Generation from Speed-Breakers of ...IRJET Journal
This document summarizes research on analyzing the seismic performance of flat slab and flat plate buildings compared to conventional beam-column buildings. A 10-story building model is analyzed using ETABS software to study the effects of adding steel bracing or shear walls. Previous studies on using different bracing configurations, increasing building height, and replacing columns with shear walls are reviewed. The current study analyzes buildings with flat slabs or plates and variable stiffness by adding bracing or walls at different locations. Response parameters like displacement, drift, shear and period are compared to evaluate the performance of walls versus bracing in improving seismic resistance of flat slab structures.
IRJET- A Review of Seismic Analysis of Shear Wall Optimization for Multi-...IRJET Journal
This document reviews seismic analysis of shear wall optimization in multi-storey buildings. It discusses different positions of shear walls, including at the middle, corners, and center of structures. Studies show shear walls improve structural performance under seismic loads by increasing stiffness and strength. Placing shear walls at the corners provides the highest reliability by minimizing drift, while a central location increases base shear and period. Properly designed and detailed shear walls improve earthquake resistance and are widely used in seismic regions.
IRJET- Study on Shear Wall and Bracing in Irregular Structure and Regular Str...IRJET Journal
This document presents a study on providing expansion joints in irregular and regular structures to improve their seismic performance. A 15-storey building model with an irregular L-shaped plan is created in ETABS software. The model is analyzed using response spectrum analysis for seismic zone V. The behavior of the irregular building is compared to regular models with and without expansion joints. The models include bare frames, shear wall frames, and combinations of shear walls and bracing. Responses such as base shear, story drift, displacement, forces and stiffness are compared between the regular and irregular configurations to evaluate the effectiveness of expansion joints.
Similar to Comparative Seismic Analysis of G+20 RC Framed Structure Building for Maximum Drift with and without Shear Wall (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.
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.
Electric vehicle and photovoltaic advanced roles in enhancing the financial p...IJECEIAES
Climate change's impact on the planet forced the United Nations and governments to promote green energies and electric transportation. The deployments of photovoltaic (PV) and electric vehicle (EV) systems gained stronger momentum due to their numerous advantages over fossil fuel types. The advantages go beyond sustainability to reach financial support and stability. The work in this paper introduces the hybrid system between PV and EV to support industrial and commercial plants. This paper covers the theoretical framework of the proposed hybrid system including the required equation to complete the cost analysis when PV and EV are present. In addition, the proposed design diagram which sets the priorities and requirements of the system is presented. The proposed approach allows setup to advance their power stability, especially during power outages. The presented information supports researchers and plant owners to complete the necessary analysis while promoting the deployment of clean energy. The result of a case study that represents a dairy milk farmer supports the theoretical works and highlights its advanced benefits to existing plants. The short return on investment of the proposed approach supports the paper's novelty approach for the sustainable electrical system. In addition, the proposed system allows for an isolated power setup without the need for a transmission line which enhances the safety of the electrical network
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
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.
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.
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.