Submit Search
Upload
IRJET- Comparative Study of Vertically Irregular Buildings Subjected to Seismic Load
•
0 likes
•
15 views
IRJET Journal
Follow
https://www.irjet.net/archives/V6/i7/IRJET-V6I7280.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 5
Download now
Download to read offline
Recommended
IRJET-Analysis of G+25 RCC Bare Framed Structure with Shear Wall Under the Ef...
IRJET-Analysis of G+25 RCC Bare Framed Structure with Shear Wall Under the Ef...
IRJET Journal
IRJET- Study and Comparison of Seismic Assessment Parameters in Different...
IRJET- Study and Comparison of Seismic Assessment Parameters in Different...
IRJET Journal
IRJET- Impact of Shear Wall to Reduce Torsional Effect for Unsymmetrical R.C....
IRJET- Impact of Shear Wall to Reduce Torsional Effect for Unsymmetrical R.C....
IRJET Journal
IRJET- Comparative Analysis of Multi-Storied Building with and without Shear ...
IRJET- Comparative Analysis of Multi-Storied Building with and without Shear ...
IRJET Journal
IRJET- Comparative Analysis of Seismic Performance of R.C Building Restin...
IRJET- Comparative Analysis of Seismic Performance of R.C Building Restin...
IRJET Journal
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET Journal
IRJET- Seismic Behaviour of Buildings Resting on Sloping Ground
IRJET- Seismic Behaviour of Buildings Resting on Sloping Ground
IRJET Journal
Dl3211461149
Dl3211461149
IJMER
Recommended
IRJET-Analysis of G+25 RCC Bare Framed Structure with Shear Wall Under the Ef...
IRJET-Analysis of G+25 RCC Bare Framed Structure with Shear Wall Under the Ef...
IRJET Journal
IRJET- Study and Comparison of Seismic Assessment Parameters in Different...
IRJET- Study and Comparison of Seismic Assessment Parameters in Different...
IRJET Journal
IRJET- Impact of Shear Wall to Reduce Torsional Effect for Unsymmetrical R.C....
IRJET- Impact of Shear Wall to Reduce Torsional Effect for Unsymmetrical R.C....
IRJET Journal
IRJET- Comparative Analysis of Multi-Storied Building with and without Shear ...
IRJET- Comparative Analysis of Multi-Storied Building with and without Shear ...
IRJET Journal
IRJET- Comparative Analysis of Seismic Performance of R.C Building Restin...
IRJET- Comparative Analysis of Seismic Performance of R.C Building Restin...
IRJET Journal
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET Journal
IRJET- Seismic Behaviour of Buildings Resting on Sloping Ground
IRJET- Seismic Behaviour of Buildings Resting on Sloping Ground
IRJET Journal
Dl3211461149
Dl3211461149
IJMER
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...
IRJET Journal
IRJET- Behaviour of Tuned Mass Dampers on Dynamic Response of Structure u...
IRJET- Behaviour of Tuned Mass Dampers on Dynamic Response of Structure u...
IRJET Journal
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...
IRJET Journal
IRJET- Effect of Different Column Size on Joint Displacement of Building
IRJET- Effect of Different Column Size on Joint Displacement of Building
IRJET Journal
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC Building
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC Building
IRJET Journal
IRJET - Study on Lateral Structural System on Different Height on Asymmet...
IRJET - Study on Lateral Structural System on Different Height on Asymmet...
IRJET Journal
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...
IRJET Journal
IRJET- Effect of Bracing and Unbracing in Steel Stuctures by using ETabs
IRJET- Effect of Bracing and Unbracing in Steel Stuctures by using ETabs
IRJET Journal
IRJET- Analysis and Design of Regular and Irregular Buildings
IRJET- Analysis and Design of Regular and Irregular Buildings
IRJET Journal
Seismic Performance Evaluation of Mivan Structural System v/s Conventional St...
Seismic Performance Evaluation of Mivan Structural System v/s Conventional St...
IRJET Journal
Optimization of a multistorey building by optimum
Optimization of a multistorey building by optimum
eSAT Publishing House
IJSRED-V2I3P28
IJSRED-V2I3P28
IJSRED
Comparison of percentage steel and concrete
Comparison of percentage steel and concrete
eSAT Publishing House
Comparison of percentage steel and concrete quantities of a r.c building in d...
Comparison of percentage steel and concrete quantities of a r.c building in d...
eSAT Journals
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET Journal
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...
IRJET Journal
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...
IRJET Journal
Study of Seismic Performance of RC Building with Flat Plate Influenced by Con...
Study of Seismic Performance of RC Building with Flat Plate Influenced by Con...
IRJET Journal
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey Building
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey Building
IRJET Journal
IRJET- Behaviour of Symmetrical and Asymmetrical Structure in High Seismi...
IRJET- Behaviour of Symmetrical and Asymmetrical Structure in High Seismi...
IRJET Journal
Comparative Study of Irregular Shape Buildings
Comparative Study of Irregular Shape Buildings
IRJET Journal
Seismic Performance of RCC Irregular Building with Shape and Stiffness
Seismic Performance of RCC Irregular Building with Shape and Stiffness
IRJET Journal
More Related Content
What's hot
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...
IRJET Journal
IRJET- Behaviour of Tuned Mass Dampers on Dynamic Response of Structure u...
IRJET- Behaviour of Tuned Mass Dampers on Dynamic Response of Structure u...
IRJET Journal
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...
IRJET Journal
IRJET- Effect of Different Column Size on Joint Displacement of Building
IRJET- Effect of Different Column Size on Joint Displacement of Building
IRJET Journal
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC Building
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC Building
IRJET Journal
IRJET - Study on Lateral Structural System on Different Height on Asymmet...
IRJET - Study on Lateral Structural System on Different Height on Asymmet...
IRJET Journal
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...
IRJET Journal
IRJET- Effect of Bracing and Unbracing in Steel Stuctures by using ETabs
IRJET- Effect of Bracing and Unbracing in Steel Stuctures by using ETabs
IRJET Journal
IRJET- Analysis and Design of Regular and Irregular Buildings
IRJET- Analysis and Design of Regular and Irregular Buildings
IRJET Journal
Seismic Performance Evaluation of Mivan Structural System v/s Conventional St...
Seismic Performance Evaluation of Mivan Structural System v/s Conventional St...
IRJET Journal
Optimization of a multistorey building by optimum
Optimization of a multistorey building by optimum
eSAT Publishing House
IJSRED-V2I3P28
IJSRED-V2I3P28
IJSRED
Comparison of percentage steel and concrete
Comparison of percentage steel and concrete
eSAT Publishing House
Comparison of percentage steel and concrete quantities of a r.c building in d...
Comparison of percentage steel and concrete quantities of a r.c building in d...
eSAT Journals
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET Journal
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...
IRJET Journal
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...
IRJET Journal
Study of Seismic Performance of RC Building with Flat Plate Influenced by Con...
Study of Seismic Performance of RC Building with Flat Plate Influenced by Con...
IRJET Journal
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey Building
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey Building
IRJET Journal
IRJET- Behaviour of Symmetrical and Asymmetrical Structure in High Seismi...
IRJET- Behaviour of Symmetrical and Asymmetrical Structure in High Seismi...
IRJET Journal
What's hot
(20)
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...
IRJET- Effective Location of Shear Wall on Performance of Building Frame ...
IRJET- Behaviour of Tuned Mass Dampers on Dynamic Response of Structure u...
IRJET- Behaviour of Tuned Mass Dampers on Dynamic Response of Structure u...
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...
IRJET- Behavior and Comparison of Multistory Building of Shear Wall with and ...
IRJET- Effect of Different Column Size on Joint Displacement of Building
IRJET- Effect of Different Column Size on Joint Displacement of Building
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC Building
IRJET- Design of Earthquake Resistant Structure of Multi-Story RCC Building
IRJET - Study on Lateral Structural System on Different Height on Asymmet...
IRJET - Study on Lateral Structural System on Different Height on Asymmet...
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...
IRJET- Effect of Different Soil Conditions on Seismic Response of Multi-Store...
IRJET- Effect of Bracing and Unbracing in Steel Stuctures by using ETabs
IRJET- Effect of Bracing and Unbracing in Steel Stuctures by using ETabs
IRJET- Analysis and Design of Regular and Irregular Buildings
IRJET- Analysis and Design of Regular and Irregular Buildings
Seismic Performance Evaluation of Mivan Structural System v/s Conventional St...
Seismic Performance Evaluation of Mivan Structural System v/s Conventional St...
Optimization of a multistorey building by optimum
Optimization of a multistorey building by optimum
IJSRED-V2I3P28
IJSRED-V2I3P28
Comparison of percentage steel and concrete
Comparison of percentage steel and concrete
Comparison of percentage steel and concrete quantities of a r.c building in d...
Comparison of percentage steel and concrete quantities of a r.c building in d...
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Non Linear Static Analysis of Frame with and without Infills
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...
IRJET- Analysis and Design of Multi Storey Building Subjected to Seismic Load...
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...
IRJET- Analysis of Steel Braced Symmetrical RCC Building with Designed I-Sect...
Study of Seismic Performance of RC Building with Flat Plate Influenced by Con...
Study of Seismic Performance of RC Building with Flat Plate Influenced by Con...
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey Building
IRJET- Seismic Analysis of Shear Wall Optimization for Multi-Storey Building
IRJET- Behaviour of Symmetrical and Asymmetrical Structure in High Seismi...
IRJET- Behaviour of Symmetrical and Asymmetrical Structure in High Seismi...
Similar to IRJET- Comparative Study of Vertically Irregular Buildings Subjected to Seismic Load
Comparative Study of Irregular Shape Buildings
Comparative Study of Irregular Shape Buildings
IRJET Journal
Seismic Performance of RCC Irregular Building with Shape and Stiffness
Seismic Performance of RCC Irregular Building with Shape and Stiffness
IRJET Journal
EFFECT OF SHAPE ON SEISMIC RESPONSE OF A STRUCTURE
EFFECT OF SHAPE ON SEISMIC RESPONSE OF A STRUCTURE
IRJET Journal
Study of Seismic and Wind Effect on Multi-Storey R.C.C. Building using ETABS
Study of Seismic and Wind Effect on Multi-Storey R.C.C. Building using ETABS
IRJET Journal
Study of Self Compacting Concrete by using Marginal Materials-Partial Replace...
Study of Self Compacting Concrete by using Marginal Materials-Partial Replace...
IRJET Journal
Corelative Study of Regular and Mass-Irregular Multistorey Building
Corelative Study of Regular and Mass-Irregular Multistorey Building
IRJET Journal
IRJET- Analysis of G+25 RCC Structure with Shear Wall under the Effect of...
IRJET- Analysis of G+25 RCC Structure with Shear Wall under the Effect of...
IRJET Journal
Seismic Analysis of RCC Building without and With Shear Walls
Seismic Analysis of RCC Building without and With Shear Walls
IRJET Journal
IRJET- Time History Analysis of Multi Story Building with and without Base Is...
IRJET- Time History Analysis of Multi Story Building with and without Base Is...
IRJET Journal
Comparative Analysis Of Different Irregular Building With Regular Building
Comparative Analysis Of Different Irregular Building With Regular Building
IRJET Journal
Corelative Study of Regular and Geometric-Irregular Multistorey Building in S...
Corelative Study of Regular and Geometric-Irregular Multistorey Building in S...
IRJET Journal
IRJET- Effect of Core Wall on Torsional and Dynamic Behaviour of High –Rise F...
IRJET- Effect of Core Wall on Torsional and Dynamic Behaviour of High –Rise F...
IRJET Journal
IRJET- Seismic Analysis of a Multi-Storey Building using Steel Braced Frames
IRJET- Seismic Analysis of a Multi-Storey Building using Steel Braced Frames
IRJET Journal
IRJET- Comparative Analysis of Regular and Irregular Configuration of Mul...
IRJET- Comparative Analysis of Regular and Irregular Configuration of Mul...
IRJET Journal
IRJET- A Parametric Study on the Siesmic Performance of Flat Slab Multi-S...
IRJET- A Parametric Study on the Siesmic Performance of Flat Slab Multi-S...
IRJET Journal
“STUDY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDING WITH AND WITHOUT SHEAR WALL ...
“STUDY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDING WITH AND WITHOUT SHEAR WALL ...
IRJET Journal
IRJET- Seismic Analysis and Design of Regular and Irregular Framed Commer...
IRJET- Seismic Analysis and Design of Regular and Irregular Framed Commer...
IRJET Journal
SEISMIC PERFORMANCE OF HIGH RISE BUILDINGS WITH FLOATING COLUMNS AND SHEAR WALL
SEISMIC PERFORMANCE OF HIGH RISE BUILDINGS WITH FLOATING COLUMNS AND SHEAR WALL
IRJET Journal
IRJET- A Parametric Study on the Seismic Behaviour of Flat Slab Multi-Storied...
IRJET- A Parametric Study on the Seismic Behaviour of Flat Slab Multi-Storied...
IRJET Journal
IRJET- Seismic Analysis of Vertically Irregular RC Framed Structure using X- ...
IRJET- Seismic Analysis of Vertically Irregular RC Framed Structure using X- ...
IRJET Journal
Similar to IRJET- Comparative Study of Vertically Irregular Buildings Subjected to Seismic Load
(20)
Comparative Study of Irregular Shape Buildings
Comparative Study of Irregular Shape Buildings
Seismic Performance of RCC Irregular Building with Shape and Stiffness
Seismic Performance of RCC Irregular Building with Shape and Stiffness
EFFECT OF SHAPE ON SEISMIC RESPONSE OF A STRUCTURE
EFFECT OF SHAPE ON SEISMIC RESPONSE OF A STRUCTURE
Study of Seismic and Wind Effect on Multi-Storey R.C.C. Building using ETABS
Study of Seismic and Wind Effect on Multi-Storey R.C.C. Building using ETABS
Study of Self Compacting Concrete by using Marginal Materials-Partial Replace...
Study of Self Compacting Concrete by using Marginal Materials-Partial Replace...
Corelative Study of Regular and Mass-Irregular Multistorey Building
Corelative Study of Regular and Mass-Irregular Multistorey Building
IRJET- Analysis of G+25 RCC Structure with Shear Wall under the Effect of...
IRJET- Analysis of G+25 RCC Structure with Shear Wall under the Effect of...
Seismic Analysis of RCC Building without and With Shear Walls
Seismic Analysis of RCC Building without and With Shear Walls
IRJET- Time History Analysis of Multi Story Building with and without Base Is...
IRJET- Time History Analysis of Multi Story Building with and without Base Is...
Comparative Analysis Of Different Irregular Building With Regular Building
Comparative Analysis Of Different Irregular Building With Regular Building
Corelative Study of Regular and Geometric-Irregular Multistorey Building in S...
Corelative Study of Regular and Geometric-Irregular Multistorey Building in S...
IRJET- Effect of Core Wall on Torsional and Dynamic Behaviour of High –Rise F...
IRJET- Effect of Core Wall on Torsional and Dynamic Behaviour of High –Rise F...
IRJET- Seismic Analysis of a Multi-Storey Building using Steel Braced Frames
IRJET- Seismic Analysis of a Multi-Storey Building using Steel Braced Frames
IRJET- Comparative Analysis of Regular and Irregular Configuration of Mul...
IRJET- Comparative Analysis of Regular and Irregular Configuration of Mul...
IRJET- A Parametric Study on the Siesmic Performance of Flat Slab Multi-S...
IRJET- A Parametric Study on the Siesmic Performance of Flat Slab Multi-S...
“STUDY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDING WITH AND WITHOUT SHEAR WALL ...
“STUDY ON SEISMIC BEHAVIOR OF IRREGULAR BUILDING WITH AND WITHOUT SHEAR WALL ...
IRJET- Seismic Analysis and Design of Regular and Irregular Framed Commer...
IRJET- Seismic Analysis and Design of Regular and Irregular Framed Commer...
SEISMIC PERFORMANCE OF HIGH RISE BUILDINGS WITH FLOATING COLUMNS AND SHEAR WALL
SEISMIC PERFORMANCE OF HIGH RISE BUILDINGS WITH FLOATING COLUMNS AND SHEAR WALL
IRJET- A Parametric Study on the Seismic Behaviour of Flat Slab Multi-Storied...
IRJET- A Parametric Study on the Seismic Behaviour of Flat Slab Multi-Storied...
IRJET- Seismic Analysis of Vertically Irregular RC Framed Structure using X- ...
IRJET- Seismic Analysis of Vertically Irregular RC Framed Structure using X- ...
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Recently uploaded
Integrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - Neometrix
Neometrix_Engineering_Pvt_Ltd
notes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.ppt
MsecMca
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Call Girls Mumbai
Standard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power Play
Epec Engineered Technologies
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Kandungan 087776558899
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
meghakumariji156
Introduction to Serverless with AWS Lambda
Introduction to Serverless with AWS Lambda
Omar Fathy
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
Quintin Balsdon
Employee leave management system project.
Employee leave management system project.
Kamal Acharya
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
hamedmustafa094
School management system project Report.pdf
School management system project Report.pdf
Kamal Acharya
Learn the concepts of Thermodynamics on Magic Marks
Learn the concepts of Thermodynamics on Magic Marks
Magic Marks
Engineering Drawing focus on projection of planes
Engineering Drawing focus on projection of planes
RAJNEESHKUMAR341697
Hostel management system project report..pdf
Hostel management system project report..pdf
Kamal Acharya
Rums floating Omkareshwar FSPV IM_16112021.pdf
Rums floating Omkareshwar FSPV IM_16112021.pdf
smsksolar
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
HenryBriggs2
+97470301568>> buy weed in qatar,buy thc oil qatar,buy weed and vape oil in d...
+97470301568>> buy weed in qatar,buy thc oil qatar,buy weed and vape oil in d...
Health
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
bhaskargani46
Minimum and Maximum Modes of microprocessor 8086
Minimum and Maximum Modes of microprocessor 8086
anil_gaur
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
KOUSTAV SARKAR
Recently uploaded
(20)
Integrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - Neometrix
notes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.ppt
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Standard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power Play
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Introduction to Serverless with AWS Lambda
Introduction to Serverless with AWS Lambda
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
Employee leave management system project.
Employee leave management system project.
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
School management system project Report.pdf
School management system project Report.pdf
Learn the concepts of Thermodynamics on Magic Marks
Learn the concepts of Thermodynamics on Magic Marks
Engineering Drawing focus on projection of planes
Engineering Drawing focus on projection of planes
Hostel management system project report..pdf
Hostel management system project report..pdf
Rums floating Omkareshwar FSPV IM_16112021.pdf
Rums floating Omkareshwar FSPV IM_16112021.pdf
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
scipt v1.pptxcxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx...
+97470301568>> buy weed in qatar,buy thc oil qatar,buy weed and vape oil in d...
+97470301568>> buy weed in qatar,buy thc oil qatar,buy weed and vape oil in d...
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
Minimum and Maximum Modes of microprocessor 8086
Minimum and Maximum Modes of microprocessor 8086
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
IRJET- Comparative Study of Vertically Irregular Buildings Subjected to Seismic Load
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2988 Comparative Study of Vertically Irregular Buildings Subjected to Seismic Load Gaurav Dhuri1, Prof. J. P. Patankar2 1PG Scholar, Applied Mechanics Department, Government College of Engineering Karad, Maharashtra-415124, India 2Adjunct Professor, Applied Mechanics Department, Government College of Engineering Karad, Maharashtra -415124, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Multi-storied structures subjected to seismic forces must be properly analyzed and designed so as to absorb the energy from an earthquake and stand still without suffering any major damages. The buildings that are vertically irregular, have a tendency to attract more earthquake forces as compared to the regular buildings. Also, vertically irregular buildings have certain weaknesses in the lateral load resisting system and usually tend to fail at that points. These weaknesses may occur due to change in stiffness of buildings, change in the vertical geometry of buildings, floating columns, etc. In order to maintain the stability in such cases, the structures must be carefully analyzed for their complex behavior and must be designed accordingly. The present work shows the performance & behavior of regular and vertically irregular RCC buildings subjected to seismic forces. Two types of vertical irregularities in buildings i.e. vertical geometric irregularity and floating column as mentioned in IS 1893 (Part I): 2016 are studied using non-linear static pushover analysis and response spectrum analysis. All the models are analyzed using Etabs 2016 software. Different parameter’s like performance point, base shear, roof displacement etc. have been compared to study the behavior of vertically irregular buildings. Key Words: Vertically irregular buildings, Floating column, Response spectrum analysis, Pushover analysis, Etabs 2016, etc. 1. INTRODUCTION Nature forces have always influenced the existence of human life since time immemorial. Even in such worst cases, human beings have tried to control the nature and co-exist with it. In consideration to the natural disasters such as floods, tornadoes, hurricane, etc. earthquake is the most destructive and least understood of all the disasters. The destruction due to earthquake goes on increasing as the elevation of structures goes on increasing above the ground. Though the natural disasters excluding earthquake contribute a major part of the average annual loss. Earthquakes are instantaneous disasters that cannot be predicted with natural observation like all other disasters, creating a psychological impact on the society. Multi storied Structures subjected to earthquake must be properly designed and constructed to absorb the seismic energy in order to protect it from collapsing. Post- earthquake review of structures has led to the conclusion that buildings with irregularities face major damages as compared to regular structures. A structure with regular configuration in plan and elevation along with adequate amount of ductility, stiffness and strength performs well during an earthquake. However, all the buildings constructed cannot be regular in configuration and are irregular in some sense. Irregular configurations are incorporated in a building to improve the functional planning of building, to gain major advantage of space, to improve the aesthetic view of the structure, etc. and hence play a major role in the seismic design of a building. Several vertical irregularities have been listed in IS 1893: 2016 (Part I) code such as stiffness irregularity, mass irregularity, vertical geometric irregularity, floating column, etc. However, geometric irregularities are a common term to observe in any building and are hence considered in this study. Also, floating column buildings are studied for their response to seismic forces. 2. OBJECTIVES The comparison between various seismic parameters would allow us to propose the best suitable building configuration on the existing condition. More specifically, the salient objectives of this research are as under. 1) To perform a comparative study of the various seismic parameters of different types of reinforced concrete moment resisting frames (MRF) with varying elevational configurations and the effect of stiffness of masonry walls in structures. 2) Comparison between regular and vertical irregular frame on the basis of base shear, story displacement, torsion, hinge formation pattern in buildings, performance point, etc.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2989 3) To study the change in different seismic response parameters of a building with the change in the location of floating column. 4) To propose the best suitable building configuration on the existing condition. 3.Methodology The methodology adopted for achieving the above- mentioned objectives is as follows. A) Vertical Geometric Irregularity: 1. Five building models are considered in vertical geometric irregularity in which one is a regular model and the remaining have irregularity in elevation. 2. The buildings are analysed with bare frames without any infill load, frames with infill load and frames with infill load and stiffness of masonry walls. The structures are analysed using static analysis and response spectrum analysis. 3. The vertically geometric irregular structures with infill load are also analysed using non-linear static pushover analysis. The performance point and hinge formation in the structure is studied. Table-1: Problem statement for vertical geometric irregularity. Details of building: Type of structure Fixed base moment resisting frame Type of building use Hotel Foundation type Isolated Depth of foundation 2 m No. of stories G+8 Typical storey height 3m Grid size 5m x 5m Material properties: Grade of concrete M20 Grade of steel Fe 415 Density of concrete 25 kN/m3 Density of masonry 20 kN/m3 Member properties (mm): Beam 300 X 500 Column 600 X 600 Slab 120 External wall 230 Internal wall 115 Parapet wall height 1m MODELS: Fig-1: Regular Fig-2: GMI 1 Fig-3: GMI 2 Fig-4: GMI 3 Fig-5: GMI 4 B) Floating Column: 1. Twelve models are analysed for floating column analysis. One is a regular model and in the remaining models, column are removed at each storey from bottom to top storey. 2. The structures are analysed using linear static analysis and non-linear static pushover analysis. 3. Parameters like base shear, roof displacement, hinge formation pattern and performance point are studied. Table-2: Problem statement for floating column. Details of building: Type of structure FIXED BASE MOMENT RESISTING FRAME Foundation type ISOLATED Depth of foundation 2 m No. of stories G+10 Typical storey height 3.3m Storey height at 4.3m
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2990 discontinuity Grid size 25m X 25m Material properties: Grade of concrete M25 Grade of steel Fe 415 Density of concrete 25 kN/m3 Density of masonry 20 kN/m3 Member properties (mm): Beam 300 X 500 Beam under floating col. 400 X 1000 Column 600 X 600 Slab 120 Fig-6: Plan Fig-7: Elevation of building with no discontinuity Fig-8: Column discont- Fig-9: Column discontinuity inuity at 1st floor at 10th floor Table-3: Details of loading and seismic data for vertical geometric irregularity & floating column Dead load intensity: Self-weight 3 kN/m2 Floor finish 1 kN/m2 Roof finish 2 kN/m2 Live load intensity: Floor 3 kN/m2 Roof 1.5 kN/m2 Seismic data: Zone IV (Z=0.24) Importance factor 1.5 Response reduction factor 5 (SMRF) Type of soil II Damping ratio 5% 4. Analysis and Results: A] Vertical geometric irregularity: 1) Without infill load: Time period (x/y direction) = 0.937 sec Base shear (Static) = 1832.94 kN Graph-1: Base shear of buildings without infill load. Table-4: Roof displacement of buildings without infill load. 2) With infill load: Time period (x/y direction) = 0.937 sec Base shear (Static) = 2884.66 kN ROOF DISPLACEMENT (mm) MODEL EQ X EQ Y X Y X Y REGULAR 27.51 - - 26.77 GMI 1 20.48 - 8.34 29.09 GMI 2 28.03 - - 26.09 GMI 3 23.86 - 5.62 28.93 GMI 4 26.22 - - 26.03
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2991 Graph-2: Base shear of buildings without infill load. Table-5: Roof displacement of buildings with infill load. 3) With infill load and stiffness of wall: Time period (x/y direction) = 0.937 sec Base shear (Static) = 4969.96 kN Graph-3: Base shear of buildings with infill load and stiffness of wall. Table-6: Roof displacement of buildings without infill load. ROOF DISPLACEMENT (mm) MODEL EQ X EQ Y X Y X Y REGULAR 19.72 - - 18.45 GMI 1 10.26 - 3.18 12.53 GMI 2 21.37 - 0.234 17.56 GMI 3 17.44 - 3.34 19.65 GMI 4 21.62 - - 16.35 Table-7: Performance point for geometrically irregular building. MODEL BASE SHEAR (kN) ROOF DISPLACEMENT (mm) RESERVE D STRENG TH RATIO REGULAR 8911.58 131.26 6.17 GMI 1 8503.81 82.68 4.53 GMI 2 11273.07 103.63 6.02 GMI 3 9189.89 117.70 5.64 GMI 4 10359.17 102.98 6.03 Graph-4: Torsional moment in columns of building with infill load and stiffness in EQ-Y direction. B] Floating column: As per IS code formula, Building without discontinuity: Time period= 1.155 sec Base shear = 310.35 kN Building with discontinuity: Time period= 1.177 sec Base shear = 307.98 kN The time period, base shear and roof displacement values for change in discontinuity level as calculated by program are as follows. Graph-5: Variation of Base shear with respect to level of discontinuity. ROOF DISPLACEMENT (mm) MODEL EQ X EQ Y X Y X Y REGULAR 41.96 - - 40.83 GMI 1 30.96 - 13.91 45.45 GMI 2 42.67 - - 39.79 GMI 3 36.16 - 9.244 44.64 GMI 4 36.80 - - 36.76
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 07 | July 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 2992 Table-5: Results of linear static analysis of floating column building. Graph-6: Variation of roof displacement with respect to level of discontinuity 5. CONCLUSIONS Vertical geometric irregularity Comparison of vertical geometric irregular buildings with regular buildings shows that, buildings with irregular configuration attract more base shear as compared to regular ones. It is encountered from non-linear analysis, that the reserve strength of vertical irregular buildings is less in comparison to regular buildings. The external beams present at the locations where the lateral dimension of the building changes abruptly, are subjected to considerable amount of torsional moment as compared to the internal beams. The columns of buildings with irregular configuration are also subjected to torsional moments. However, if the stiffness of infill wall is considered then the torsional moments in columns are reduced. Floating column irregularity Time period and base shear changes with the change in location of discontinuity. Base shear goes on decreasing as the column discontinuity moves from down to upper floors. Roof displacement changes with the change in location of column discontinuity. It initially decreases for discontinuity at lower floors and thereafter increases. Locating discontinuities at upper floors provides advantage for designing the structure with lower value of lateral forces and gaining sufficient amount of reserved strength. REFERENCES [1] Devesh P. Soni and Bharat B. Mistry, “Qualitative review of seismic response of vertically irregular building frames”, ISET Journal of Earthquake Technology, Vol.43, NO. 4, 121-132, 2006. [2] Wood, S.L., “Seismic response of R/C frames with irregular profiles”, Journal of structural engineering, ASCE, Vol. 118, No. 2, 545-566, 1992. [3] Chatpan Chintanapakdee and Chopra A. K., “Seismic response of vertically irregular frames: response history and modal pushover analysis”, Journal of structural engineering, ASCE, 130(8), 1177-1185, 2004. [4] Al-Ali, A.A.K. and Krawinkler, H., “Effect of vertical irregularities on seismic Behaviour of building structures”, Report no. 130, The John A. Blume Earthquake Engineering Centre, Department of Civil and Environmental Engineering, Stanford University, Stanford, USA, 1998. [5] ATC 40, (1996), “Seismic evaluation and retrofit of concrete buildings”, Vol.1 & 2, Applied Technology Council, Redwood City, CA, USA, Report No. SSC 96-01. [6] IS 1893 (Part 1):2016, Criteria for earthquake resistant design of structures, sixth revision, Bureau of Indian standards, New Delhi. [7] IS 456-2000, Code of practice for plain and reinforced concrete, Bureau of Indian Standards, New Delhi. [8] FEMA 440, “Improvement of non-linear static seismic analysis procedure”, Applied Technology Council (ATC- 55), Washington DC, 2005. MODEL NO. TIME PERIOD (T) (Sec) BASE SHEAR (kN) ROOF DISPLACEMEN T (mm) FLC-1 1.682 216.21 25.17 FLC-2 1.689 215.58 25.10 FLC-3 1.699 214.60 25.05 FLC-4 1.708 213.45 25.02 FLC-5 1.716 212.32 25.01 FLC-6 1.723 211.29 25.05 FLC-7 1.728 210.46 25.13 FLC-8 1.730 209.86 25.28 FLC-9 1.730 209.54 25.49 FLC-10 1.728 209.54 25.77 FLC-11 1.677 209.80 25.79
Download now