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超限剪力墙连梁的设计 被引量:2

Design of Over-limited Connecting Beam in Shear Wall
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摘要 自2000年开始执行的结构专业新规范,关于剪力墙结构的设计有若干新的规定,给设计人员带来了新的课题。其中,连梁超筋超限是高层剪力墙结构设计中一种常遇问题。结合一具体高层剪力墙结构住宅项目,探讨了由概念设计入手的处理措施,可供类似工程设计借鉴。 Since the new structural code was carried out in 2000 and the new of shear - wall structure, and then the new subject have been presented to the regulations were added on the design designer. Some of problems are often occurred in the design of high - rise shear - wall structure. The internal force of coupling wall - beam tends to grow, in which the limit state is often exceeded. The structure design and construction measures are introduced for a high - rise residential building, which can be the principle of design and handling measures are presented to solve the problem out of the code's range.
出处 《北京工业职业技术学院学报》 2009年第2期7-9,29,共4页 Journal of Beijing Polytechnic College
关键词 超限连梁 剪力墙结构 抗震概念设计 over- limited connecting beam shear- wall structure earthquake resistance conceptual design
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  • 1混凝土结构设计规范进行全面修订 新修订的规范将于2000年颁布实施[J]混凝土,2000(01).

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