| 高层钢管混凝土结构梁柱节点抗剪承载力计算方法探讨 |
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| 引用本文： | 范晓燕,张重阳,蒋世林,高峰,袁海涛,王恒华. 高层钢管混凝土结构梁柱节点抗剪承载力计算方法探讨[J]. 工业建筑, 2006, 36(12): 76-79,82 |
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| 作者姓名： | 范晓燕 张重阳 蒋世林 高峰 袁海涛 王恒华 |
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| 作者单位： | 济南同圆建筑设计研究院有限公司,济南,250001;东南大学,土木工程学院,南京,210096 |
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| 摘 要： | 在理论分析和试验结果基础上,推导并提出了钢管混凝土结构梁柱节点的抗剪承载力计算公式。公式不仅考虑了节点的实际受力状态,而且考虑了钢管和混凝土的组合作用。最后,给出了公式的适用范围,可供设计人员参考。
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| 关 键 词： | 高层 钢管混凝土 节点 抗剪承载力 |
| 收稿时间： | 2006-06-26 |
| 修稿时间： | 2006-06-26 |
SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS |
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| Fan Xiaoyan,Zhang Chongyang,Jiang Shilin,Gao Feng,Yuan Haitao,Wang Henghua. SHEAR BEARING CAPACITY CALCULATION METHOD RESEARCH ON CONCRETE-FILLED STELL TUBE BEAM-COLUMN JOINTS OF TALL BUILDINGS[J]. Industrial Construction, 2006, 36(12): 76-79,82 |
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| Authors: | Fan Xiaoyan Zhang Chongyang Jiang Shilin Gao Feng Yuan Haitao Wang Henghua |
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| Abstract: | Based on the theoretics and experiment results, shear strength calculation formula of concrete-filled steel tube beam-column joints of tall buildings is presented. In the formula, not only the real forced state of joints is considered, but also the combanistion effect of the steel tube and the concrete. Finally, applicable range of the formula is presented for designers to refer. |
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| Keywords: | high-rise building concrete-filled steel tube joint shear beating capacity |
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