| 钢筋混凝土剪力墙中连梁抗剪截面不足时的配筋设计 |
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| 引用本文： | 王昌兴,严涛,沈军.钢筋混凝土剪力墙中连梁抗剪截面不足时的配筋设计[J].建筑结构,2006(7). |
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| 作者姓名： | 王昌兴 严涛 沈军 |
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| 作者单位： | 北京凯帝克建筑设计有限公司 100037 |
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| 摘 要： | 根据混凝土剪力墙抗震设计中连梁截面抗剪不足的情况,依据《高层建筑混凝土结构技术规程》(JGJ3—2002)对连梁的相关规定进行推导,提出了连梁箍筋、纵筋的简化的配筋计算公式,据此制成表格,方便使用。并给了具体的算例。
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| 关 键 词： | 连梁 抗震设计 抗剪截面 承载能力极限状态 配筋计算 |
A Simplified Caculating Method for Link Beam in RC Shear Wall |
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| Wang Changxing,Yan Tao,Shen Jun.A Simplified Caculating Method for Link Beam in RC Shear Wall[J].Building Structure,2006(7). |
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| Authors: | Wang Changxing Yan Tao Shen Jun |
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| Abstract: | According to the situation that the shear strength of the beam section is not enough in concrete shear wall in the aseismic design,based on the code of technical specification for concrete structures of tall building,the simplified formulas of reinforcing bars for spandrel are presented, and are made into a table to use easily.A specific example is also given. |
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| Keywords: | spandrel aseismic design shear section bearing ultimate state reinforcing bars shear wall structure |
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