圆形钢管混凝土梁柱接头之耐震行为
本研究以试验与理论方式,探讨圆形钢管混凝土柱与H型钢粱交会区之钢管径厚比与接头型式等对力量传递、破坏模式及韧性行为之影响。实验方面,设计五个试体,共四种接头型式,以梁翼与隔板的接合方式不同、有无内隔板及接头区径厚比为变化参数,于梁端施以反复载重来观察梁拄接头的力变形行为。经由理论分析与实验结果比较可发现,由Fukumoto与本文提出之新理论模式来预测交会区的行为,其结果都在合理范围内。...
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| Main Authors: | , |
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| Format: | Article |
| Language: | zho |
| Published: |
Editorial Department of Progress in Steel Building Structures, Tongji University
2003-01-01
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| Series: | Jianzhu Gangjiegou Jinzhan |
| Subjects: | |
| Online Access: | http://steelpro.tongji.edu.cn/thesisDetails?columnId=40765483&Fpath=home&index=0 |
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