| 梁柱连接中端板厚度讨论 |
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| 引用本文： | 李冰,曹现雷.梁柱连接中端板厚度讨论[J].山西建筑,2007,33(6):82-83. |
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| 作者姓名： | 李冰 曹现雷 |
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| 作者单位： | 1. 郑州经济管理干部学院,河南郑州,451191
2. 山东建筑工程学院,山东济南,250101 |
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| 摘 要： | 在考虑撬力按不做功考虑,并采用小变形几何关系原理及内外功相等条件,提出端板厚度的计算公式,并和我国现行规范对比,按屈服理论要比按弹性理论计算的板薄,降低了板厚。
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| 关 键 词： | 端板厚度 端板连接 承载力 铰线 |
| 文章编号： | 1009-6825(2007)06-0082-02 |
| 修稿时间： | 2006年9月15日 |
Discussion of the end-plated thickness of beam-to-column connections |
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| LI Bing,CAO Xian-lei.Discussion of the end-plated thickness of beam-to-column connections[J].Shanxi Architecture,2007,33(6):82-83. |
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| Authors: | LI Bing CAO Xian-lei |
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| Affiliation: | LI Bing CAO Xian-lei |
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| Abstract: | This text is not according to doing work on considering prying force,then uses the small distortion geometry relations principle and the condition of qual internal and external work,proposes the calculation formula of the end-plate thickness,and with our country present standard contrast.According to yield theory to calculate the end-plated thickness is thinner than according to elastic theory,it make plate to be thick. |
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| Keywords: | thickness of end plate end-plated connection load-bearing capacity hinge line |
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