Using Structural Component Deformation Response Model to Estimate the Seismic Capacity of Reinforce Concrete Moment-Resisting Frames
碩士 === 國立高雄第一科技大學 === 營建工程所 === 90 === As is known, structural and nonstructural damage due to earthquake is a result of excessive strains. In most cases the reason of structures seismic collapse is a direct function of the maximum interstorey drifts, which occur during strong seismic ground motions...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/84056311101386494330 |