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Performance Based Analysis of Shear Wall for Tall Building: A Review

Author(s):

Rahul Verma , Shri Vaishnav Vidhyapeeth Vishwavidalaya, Indore; Prof. Rekha Shinde, Shri Vaishnav Vidhyapeeth Vishwavidalaya, Indore; Prof. Abhishek Jhanjot, Shri Vaishnav Vidhyapeeth Vishwavidalaya, Indore

Keywords:

Performance Based Analysis, Capacity Based Analysis, Seismic Evaluation, Limit State Design

Abstract

Presented in this Paper is an updated literature review of Performance-Based Seismic Analysis (PBSA) of tall building structure With Shear Wall. Performance Based Seismic Analysis (PBSA) is the elastic methodology or is an approach to the analysis of any complexity of building under different ground motions. Performance-Based Seismic Analysis (PBSA) is the modern approach to earthquake resistant design. A shear wall is a structural system composed of braced panels to counter the effects of lateral load acting on a structure. Performance-Based Analysis is widely recognized as an ideal method for use in the future practice of seismic analysis. The Review of the paper shows that a huge scope of research work is needed for development of Performance-Based Seismic Analysis (PBSA) for different type of structures. The finding shows the difference between the old and the new method of the PBSA. And what are the parameters which are changing as we introduce new PBSA methods.

Other Details

Paper ID: IJSRDV5I70344
Published in: Volume : 5, Issue : 7
Publication Date: 01/10/2017
Page(s): 610-613

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