Proposal of nonlinear dynamic analytical method taking account of effects of local buckling damage
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Détails bibliographiques
| Auteur(s): |
Toshitaka Yamao
Akito Morimitsu Atavit Sujaritpong Faizal Chandra |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
| Publié dans: | IABSE Symposium Bangkok 2009 | ||||
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| Page(s): | 31-40 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2009 | ||||
| DOI: | 10.2749/222137809796078441 | ||||
| Abstrait: |
Akito Morimitsu Civil Engineer ARC Information SystemsTokyo, Japan Atavit Sujaritpong Lecturer Ramkhamhaeng University Bangkok, ThailandThe 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. |
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