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Nonlinear Static and Dynamic Seismic Analysis of High Rise Structure With and Without Shear Wall


Dhanshree A. Bhoskar , K.D.K. College Of Engineering; Prof. R.V.R.K. Prasad, K.D.K.C.E, Nagpur


Pushover Analysis, Time-History Analysis, High Rise Structures, Shear Wall


Growth in construction and limited land has given birth to high rise structure. Building that aren’t earthquake safe are prone to damage. However, Nonlinear Seismic procedures are becoming an acceptable and approved for evaluating seismic behavior on existing or new structure. Nonlinear Static Procedure or Pushover analysis is considered to be sufficient in providing information on seismic demands urged by the design ground motion on the structural system and its component. Nonlinear Static Procedure is proposed by FEMA 356- Prestandard for seismic Rehabilitation of Existing Buildings, which is embraced by In this research work, models with same plan and different number of storey will be considered. Each model, one with shear wall and one without shear wall will be examined. The models will be analyzed using nonlinear static and dynamic analysis considering Zone III in software. Parameters like storey drift, base shear and lateral drift will be evaluated for models for comparative study. The analysis of model will be done according to International Standards as well as Indian Standards codes.

Other Details

Paper ID: IJSRDV7I30939
Published in: Volume : 7, Issue : 3
Publication Date: 01/06/2019
Page(s): 1311-1316

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