Impact Factor: 7.883
Submit Paper
Volume 2, Issue 8 (August 2016)

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

Impact Factor
7.883
Call For Paper
Volume 12 Issue 07

July 2026

Download Paper Format
Copyright Form
Share on:

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

Submit Your Paper to IJSART

Join the global research community with IJSART. Submit your paper, share your work, and gain worldwide recognition!