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