Seismic Design, Analysis and Pseudo Dynamic Experiment of SPDs in MRF
碩士 === 國立臺灣大學 === 土木工程學研究所 === 105 === The proposed steel panel damper (SPD) includes three wide-flange sections, the middle inelastic core (IC), and the top and bottom elastic joints (EJs), respectively. Under a severe earthquake, the two EJs in an SPD are designed to remain elastic while the IC co...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2017
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| Online Access: | http://ndltd.ncl.edu.tw/handle/7f5f98 |