双肢冷弯C形钢柱脚初始刚度
为研究双肢冷弯C形钢柱脚节点初始刚度的组成与计算方法,通过理论推导和有限元模拟相结合的方法对18个柱脚节点进行分析,考虑连接板厚度、C形钢厚度、底板厚度、柱脚螺栓直径、底板螺栓直径、底板螺栓间距S<sub>1</sub>和底板螺栓间距S<sub>2</sub>这7个参数的影响,了解柱脚的变形特征和破坏模式,得到基于上述参数的柱脚初始刚度的理论计算公式,为该类型节点在实际工程中的应用提供了参考依据。...
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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
2021-01-01
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| Series: | Jianzhu Gangjiegou Jinzhan |
| Subjects: | |
| Online Access: | http://steelpro.tongji.edu.cn/thesisDetails#10.13969/j.cnki.cn31-1893.2021.07.005 |
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