| 浅析钢框架梁柱连接的受力性能 |
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| 引用本文： | 宁站西,李英杰. 浅析钢框架梁柱连接的受力性能[J]. 山西建筑, 2008, 34(16): 70-71 |
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| 作者姓名： | 宁站西 李英杰 |
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| 作者单位： | 1. 西安建筑科技大学土木工程学院,陕西,西安,710055
2. 南水北调中线漕河建管部,河北,保定,072150 |
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| 摘 要： | 分析了狗骨式刚性连接、顶底角钢连接、带双腹板顶底角钢连接、外伸端板连接等连接类型的初始连接刚度的计算原理和计算方法,连接的破坏形式和极限抗弯承载力的计算方法,以促进钢框架结构的研究和应用。
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| 关 键 词： | 钢框架 连接 刚性 极限 |
| 文章编号： | 1009-6825(2008)16-0070-02 |
| 修稿时间： | 2008-02-26 |
Brief analysis of stressed quality for steel framework beam-posts in connection |
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| NING Zhan-xi,LI Ying-jie. Brief analysis of stressed quality for steel framework beam-posts in connection[J]. Shanxi Architecture, 2008, 34(16): 70-71 |
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| Authors: | NING Zhan-xi LI Ying-jie |
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| Affiliation: | NING Zhan-xi LI Ying-jie |
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| Abstract: | The paper analyzes several connection types and shows their calculating theory and method for initial connection steel-extent.These connection respectively include steel-quality connection with dog-bone method,steel connection from top-bottom corner,steel connection from top-bottom corner with two abdomen planks,extending-outward planks' connection and so on.In addition,it also introduces the destroying form for connection and bearing capacity's calculating method with limit resisting-bent,so as to promote the research and application of steel framework structure. |
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| Keywords: | steel framework connection steel character limit |
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