结构工程师2017，Vol.33Issue(5)：13-20,8.
提高小跨高比连梁抗震性能的设计方法
Design Methods to Improve Seismic Performance of Coupling Beams with A Small Span-to-depth Ratio
张敬书 1柳斌 2柳涛1
作者信息
- 1. 兰州大学西部灾害与环境力学教育部重点实验室,兰州730000
- 2. 兰州大学土木工程与力学学院,兰州730000
- 折叠
摘要
Abstract
Seismic design methods of coupling beams with a small span-to-depth ratio in shear wall structures are analyzed.Based on seismic performance and construction difficulty of coupling beams with a small span-todepth ratio,this study recommends a method in priority that the size of opening is enlarged so as to increase the span-to-depth ratio of the coupling beams.If coupling beams with a small span-to-depth ratio has to be employed,dual or multi coupling beams are primarily recommended and secondly concentrated diagonally reinforced coupling beams.Finally,according to basic shear mechanism of concrete structures,this study proposes a type of coupling beam with strengthened reinforcement,which provides a reference for similar projects.关键词
剪力墙结构/小跨高比连梁/抗震性能/施工难度/强化配筋连梁Key words
shear wall structure/small span-to-depth ratio coupling beam/seismic performance/construction difficulty/coupling beams of strengthen reinforcement引用本文复制引用
张敬书,柳斌,柳涛..提高小跨高比连梁抗震性能的设计方法[J].结构工程师,2017,33(5):13-20,8.
