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...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2003
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Online Access: | http://ndltd.ncl.edu.tw/handle/78522592589074972763 |