A Study on Pseudo-Elastic Aseismic Capacity for Trussed Type Steel Frame
碩士 === 國立臺灣大學 === 土木工程學研究所 === 95 === Abstract The objective of this paper is to investigate the seismic capacity of the truss type steel frame by adopting Pseudo-elastic approach. In according to the principle of energy conservation to transfer the energy which exceeding the elastic range into pla...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2007
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| Online Access: | http://ndltd.ncl.edu.tw/handle/34389958114511745484 |