Seismic Analysis of G10 High Rise Structure Using Shear Wall on Staad Pro

Abstract: The Shear walls are commonly used as a vertical structural element. They are used for resisting the lateral loads which are induced by the loads due to wind and earthquake. Besides shear walls also carry gravity loads. An attempt is made for seismic analysis of RCC building bare frame & with shear wall at corner position using STAAD Pro Connect Edition V22. A 11 storey building is taken under consideration. Two different Model of RCC building are used, one with no shear wall and other models with corner position of shear wall. Results will be obtained from analysis and plotted to compare and to have knowledge of behavior of RCC framed structures with shear walls using Equivalent lateral force static method Analysis which is subjected to earthquake load in zone V. The parameters like storey drift, lateral displacement, and base shear will be studied and suitable location of shear wall will be determined among these models. The whole analysis is done on STAAD Pro Connect Edition V22 software

Authors

Publication Details

Journal
International Journal for Research in Applied Science and Engineering Technology
Published
2025-05-18
DOI
https://doi.org/10.22214/ijraset.2025.70892
Primary Topic
Seismic and Structural Analysis of Tall Buildings
Type
article
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article

Seismic Analysis of G10 High Rise Structure Using Shear Wall on Staad Pro

Vikash Gautam, Rakesh Grover
International Journal for Research in Applied Science and Engineering Technology
Seismic and Structural Analysis of Tall Buildings
article

Seismic Analysis of G10 High Rise Structure Using Shear Wall on Staad Pro

Vikash Gautam, Rakesh Grover
article en

Abstract

Abstract: The Shear walls are commonly used as a vertical structural element. They are used for resisting the lateral loads which are induced by the loads due to wind and earthquake. Besides shear walls also carry gravity loads. An attempt is made for seismic analysis of RCC building bare frame & with shear wall at corner position using STAAD Pro Connect Edition V22. A 11 storey building is taken under consideration. Two different Model of RCC building are used, one with no shear wall and other models with corner position of shear wall. Results will be obtained from analysis and plotted to compare and to have knowledge of behavior of RCC framed structures with shear walls using Equivalent lateral force static method Analysis which is subjected to earthquake load in zone V. The parameters like storey drift, lateral displacement, and base shear will be studied and suitable location of shear wall will be determined among these models. The whole analysis is done on STAAD Pro Connect Edition V22 software

International Journal for Research in Applied Science and Engineering TechnologyVol. 13(5)
Openalex Percentile: Top 89%
Seismic and Structural Analysis of Tall Buildings
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