| 刚性钢框架异型节点的研究现状 |
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| 引用本文： | 何川,叶银平,郭文达.刚性钢框架异型节点的研究现状[J].山西建筑,2012(30):44-45. |
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| 作者姓名： | 何川 叶银平 郭文达 |
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| 作者单位： | 广西大学土木建筑工程学院 |
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| 摘 要： | 根据已有的异型节点研究资料,从受力性能、破坏状况及影响因素、抗剪承载力和节点域的设计方法介绍和分析了钢框架梁柱异型节点的研究现状,进而指出了目前研究中的不足,以供参考。
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| 关 键 词： | 刚性钢框架 异型节点 抗剪承载力 设计方法 |
Research on status of abnormal joints of rigid steel frame |
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| HE Chuan,YE Yin-ping,GUO Wen-da.Research on status of abnormal joints of rigid steel frame[J].Shanxi Architecture,2012(30):44-45. |
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| Authors: | HE Chuan YE Yin-ping GUO Wen-da |
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| Affiliation: | (College of Civil Engineering and Architecture,Guangxi University,Nanning 530004,China) |
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| Abstract: | According to the existing documents on the abnormal joints,the paper introduces and analyzes the research on the status for the abnormal joints of the rigid steel frame from design methods for the stressed performance,the damage status,the influential factors,the shearing strength,and the joint region,and points out the shortages in the current research,so as to provide the reference. |
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| Keywords: | rigid steel frame abnormal joints shear strength design methods |
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