Volume 2, Issue 8 (August 2016)

Seismic Vulnerability Study On Rc Bare Frames Using Non Linear Ststic Analysis

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Author(s)

Supreeth H K Ramya. K

Abstract

Many Buildings In The Present Have Irregular Configurations Both In Plan And Elevation. An Analysis Has Been Performed To Study The Lateral Forces And Base Shear Of A Multi-storeyed (15-story) Building For 4 Different Models. To Perform Analysis By Equiva

Keywords

Nonlinear Static Analysis ETABS 2015 Hinge Properties Bare Frames Regular And Irregular Buildings

Paper ID

IJSARTV2I85724

Publication Date

August 13, 2016

Research Area

Structural Engineering

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