摘要
高层建筑剪力墙结构中的连梁在水平荷载作用,内力较大,常出现超限,因而连梁设计是剪力墙结构设计中的重点,也是难点。本文就连梁内力分析提出几种内力调整方法,供设计同行参考。
Under the horizontal load, the internal force of coupling wall - beam tends to grow in which the limit state is often exceeded, thus the design of such beam is key to the shear wall structural design that causes some difficulty as well. The present paper proposes some methods to adjust the internal force.
出处
《宁波工程学院学报》
2005年第4期9-12,共4页
Journal of Ningbo University of Technology
关键词
连梁设计
内力调整
剪力墙结构
Design of coupling wall - beam, internal force adjustment, shear wall structure