Nonlinear Dynamic Finite Element Analysis of Frames and Convergence Study

碩士 === 國立高雄第一科技大學 === 營建工程所 === 91 === The current seismic design of rigid frame structures usually involves linear analysis under reduced seismic loading, on condition that structure ductility be effected to bring about inelastic energy dissipation. Hence, the structure members have to meet certai...

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Bibliographic Details
Main Authors: Shun-Quan Tsai, 蔡舜全
Other Authors: Ching-Jong Wang
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/00761983623735999984