Evaluation of the Residual Seismic Resistance Capacity of a Building with Cracked Walls

碩士 === 國立中興大學 === 土木工程學系 === 91 === Abstract This study attempts to evaluate the residual seismic resistance capacity of a building with cracked brick walls or cracked R.C. walls. Using finite element analytical software ANSYS, a beam-column frame and a wall-element analytical model with...

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Bibliographic Details
Main Authors: Huang Tsung Fu, 黃宗富
Other Authors: Huang Yue Lin
Format: Others
Language:zh-TW
Published: 2003
Online Access:http://ndltd.ncl.edu.tw/handle/78522592589074972763