| 剪力墙连梁的设计 |
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| 引用本文： | 来庆杰.剪力墙连梁的设计[J].科技情报开发与经济,2010(15):221-222. |
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| 作者姓名： | 来庆杰 |
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| 作者单位： | 太原钢铁公司设计院,山西太原,030009 |
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| 摘 要： | 剪力墙连梁对剪切变形十分敏感,结构设计中常常出现连梁超筋的情况。在介绍连梁设计要求的基础上,从连梁超筋的处理、连梁的构造措施两方面探讨了如何避免连梁超筋情况的发生,以保证连梁的构造要求。
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| 关 键 词： | 剪力墙结构 连梁 剪应力 超筋 |
Design of Connecting Beams of Shear Wall |
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| LAI Qing-jie.Design of Connecting Beams of Shear Wall[J].Sci-Tech Information Development & Economy,2010(15):221-222. |
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| Authors: | LAI Qing-jie |
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| Institution: | LAI Qing-jie |
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| Abstract: | The connecting beam of shear wall is sensitive to shear deformation,and the over-reinforcing of connecting beam often appears in the structure design. Based on introducing the design requirements for connecting beam,this paper probes into how to avoid the over-reinforcing of connecting beam from two aspects of the treatment of over-reinforcing of connecting beam and the structure measures of connecting beam to guarantee the structure requirements of connecting beam. |
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| Keywords: | shear wall structure connecting beam shear stress over-reinforcing |
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