Proposal of nonlinear dynamic analytical method taking account of effects of local buckling damage-Reference-Cited by-同舟云学术

Proposal of nonlinear dynamic analytical method taking account of effects of local buckling damage

Published:2009 Issue: Volume: Page:
ISSN:2221-3783
Container-title:IABSE Symposium, Bangkok 2009: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient
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Author:

Yamao Toshitaka,Morimitsu Akito,Sujaritpong Atavit,Chandra Faizal

Abstract

<h2>Akito Morimitsu Civil Engineer ARC Information Systems</h2><p>Tokyo, Japan</p><h2>Atavit Sujaritpong Lecturer Ramkhamhaeng University Bangkok, Thailand</h2><p>The nonlinear dynamic analytical method taking account of effects of local buckling damage was developed. The stress-strain hysteresis model based on obtained average stress versus average strain relationship was introduced into the elasto-plastic dynamic analysis program with a fiber beam element. The seismic response analysis of several bridge piers and frame structure models were performed by this proposed analytical method. The validity and effectively of the present method was shown by comparing the numerical results and the experimental results.</p>

Publisher

International Association for Bridge and Structural Engineering (IABSE)

Reference6 articles.

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