Study & Analysis of G+10 High Rise Structure Earthquake Resisting Building in  Zone V Using Staad Pro

Vikas Gautam,Rakesh Grover

Study & Analysis of G+10 High Rise Structure Earthquake Resisting Building in Zone V Using Staad Pro

Authors

Vikas Gautam,Rakesh Grover

Keywords:

STAAD-Pro Connect Edition V22, Bare Frame, Shear Wall, Seismic Analysis, High Rise Building, Lateral Force, Base Shear, Storey Displacement, Storey Drift

Abstract

In this research design of G+10 High Rise Structure has been analyzed. Shear wall systems are one of themost commonly used lateral load resisting systems in buildings. Shear walls are one of the most efficient lateral force resisting elements in buildings.

References

IS 875(part-1)1987 “Code of Practice for Design Loads (Other Than Earthquake) For

Building and Structures”, Dead load.

IS 875 (part-2)1987 “Code of Practice for Design Loads (Other Than Earthquake) For

Building and Structures”, Imposed loads.

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Published

2024-06-10

How to Cite

Vikas Gautam,Rakesh Grover. (2024). Study & Analysis of G+10 High Rise Structure Earthquake Resisting Building in Zone V Using Staad Pro . Journal of Computational Analysis and Applications (JoCAAA), 33(06), 1900–1912. Retrieved from https://www.eudoxuspress.com/index.php/pub/article/view/2771