| 冷弯矩形钢管柱与H型钢梁连接节点抗震性能分析 |
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| 引用本文： | 张春蕾,韩军科.冷弯矩形钢管柱与H型钢梁连接节点抗震性能分析[J].工业建筑,2009(Z1). |
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| 作者姓名： | 张春蕾 韩军科 |
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| 作者单位： | 重庆交通科研设计院;重庆交通大学;中国电力科学研究院; |
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| 摘 要： | 结合国内首次将大规格冷弯矩形钢管作为柱材应用到实际工程中的浙江某轻纺市场的工程实例,对冷弯矩形钢管结构进行分析研究。利用有限元分析软件,对冷弯矩形钢管柱与H型钢梁连接节点与焊接箱形钢管柱与H型钢梁连接节点的抗震性能进行对比分析,探讨出冷弯矩形钢管的冷成型过程对节点抗震性能的影响。
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| 关 键 词： | 冷弯矩形钢管柱 H型钢梁 抗震性能 |
THE SEISMIC BEHAVIOR OF COLD-FORMED RECTANGULAR TUBE-STEEL COLUMN AND H-SHAPED BEAM CONNECTIONS |
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| Zhang Chunlei Han Junke.THE SEISMIC BEHAVIOR OF COLD-FORMED RECTANGULAR TUBE-STEEL COLUMN AND H-SHAPED BEAM CONNECTIONS[J].Industrial Construction,2009(Z1). |
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| Authors: | Zhang Chunlei Han Junke |
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| Affiliation: | 1;2;1.Chongqing Communications Research & Design Institute;Chongqing 400067;China;2.Chongqing Jiaotong University;Chongqing 400074;3.China Electric Power Research Institute;Beijing 100055;China |
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| Abstract: | The analysis and research of cold-formed rectangular steel tube column in large section size rely on the project of textile market in Zhejiang province,it was the first project which put cold-formed rectangular tube-steel column into the practical architecture structure in China.Using the software of ANSYS,this thesis compares and analyzes the seismic behavior of the connections of cold-formed rectangular steel tube column and H-shaped beam and the connection of welding box column and H-shaped beam,in order... |
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| Keywords: | cold-formed rectangular steel tube column H-shaped beam aseismic behavior |
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