| 型钢混凝土梁柱节点的研究现状 |
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| 引用本文： | 陈丽华,李爱群,赵玲.型钢混凝土梁柱节点的研究现状[J].工业建筑,2005,35(1):56-58,36. |
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| 作者姓名： | 陈丽华 李爱群 赵玲 |
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| 作者单位： | 东南大学,土木工程学院,南京,210096 |
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| 摘 要： | 分析了当前较常用型钢混凝土梁柱节点的构造形式、受力性能和影响因素。根据已有的节点试验资料 ,对国内关于节点抗剪承载力计算公式———特别是《钢骨混凝土结构设计规程》(YB 90 82 - 97)和《型钢混凝土组合结构技术规程》(JGJ 138- 2 0 0 1)规定的计算公式进行分析比较 ,进而指出了我国型钢混凝土梁柱节点研究中的不足。
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| 关 键 词： | 型钢混凝土 梁柱节点 抗剪承载力 |
PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS |
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| Chen Lihua,Li Aiqun,Zhao Ling.PRESENT SITUATION OF RESEARCH ON STEEL REINFORCED CONCRETE BEAM-COLUMN JOINTS[J].Industrial Construction,2005,35(1):56-58,36. |
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| Authors: | Chen Lihua Li Aiqun Zhao Ling |
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| Abstract: | It is analyzed that the construction sty les, behavior and influence factors for commonly used steel reinforced concrete beam-column joints.According to the existing test data on joints, this paper co mpares several formulas in our country of calculating the shear-carrying capaci ty on joints__especially the formulas prescribed by “Specification for Desi gn of Steel Reinforced Concrete”(YB 9082-97) and “Technical Specification f or Steel Reinforced Concrete Composite Structures”(JGJ 138-2001).The inadequac y in our studies on steel reinforced concrete beam-column joints is pointed out . |
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| Keywords: | steel reinforced concrete beam-column joints s hear-carrying capacity |
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