| 方钢管混凝土柱与钢梁连接的设计方法 |
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| 引用本文： | 吕西林,李学平,余勇. 方钢管混凝土柱与钢梁连接的设计方法[J]. 同济大学学报(自然科学版), 2002, 30(1): 1-5 |
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| 作者姓名： | 吕西林 李学平 余勇 |
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| 作者单位： | 同济大学,土木工程防灾国家重点实验室,上海,200092 |
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| 基金项目： | 上海市科技发展基金资助项目 ( 0 2 70 -2 370 10 ) |
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| 摘 要： | 在试验研究和理论分析的基础上，提出了方钢管混凝土柱与钢梁连接节点的设计及构造建议，并对试验结果和理论公式的计算结果进行了对比，这一设计方法已被国家有关技术规程所采纳。
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| 关 键 词： | 方钢管混凝土柱 钢梁 连接节点 连接形式 抗弯强度 抗剪强度 节点设计 |
| 文章编号： | 0253-374(2002)01-0001-05 |
| 修稿时间： | 2001-05-24 |
Design Method for Connections between Concrete- filled Square Tubular Columms and Steel Beams |
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| LU Xi-lin,LI Xue-ping,YU Yong. Design Method for Connections between Concrete- filled Square Tubular Columms and Steel Beams[J]. Journal of Tongji University(Natural Science), 2002, 30(1): 1-5 |
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| Authors: | LU Xi-lin LI Xue-ping YU Yong |
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| Abstract: | Based on test and analysis results,the design method for the connections between concrete-filled square tubular columns(CFSTs) and steel beams was put forward in this paper.Besides that,the predictions of the formula and test results were compared,which shows a good agreement.The design formula and suggestions have been adopted in the design document of national design code for concrete-filled rectangular steel tubular(CFRT) structures. |
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| Keywords: | concrete-filled square tubular columns steel beams connections joints |
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