Experimental Responses of Steel Reduced Beam Section to Weak Panel Zone Moment Connections
碩士 === 國立臺灣大學 === 土木工程學研究所 === 87 === Five welded beam-to-column moment connections consist of reduced beam sections are cyclically tested. Key parameters include the amount of radius cut and the strength of the beam-column panel zone. Test results indicate that the average strain hardening ratio...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1999
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| Online Access: | http://ndltd.ncl.edu.tw/handle/25492346696187775163 |