摘要
阐述了剪力墙结构设计在调整楼层最小剪力系数、调整楼层间位移与层高之比等方面所应遵循的基本原则,并对高层建筑中剪力墙的结构设计要点进行了详细分析,以有效保证建筑工程的施工质量。
The paper illustrates the basic principles for the minimal shearing coefficient in adjusting floors in the design of shearing wall and the adjustment of the ratio of floor displacement and floor height, and undertakes the detailed analysis of the structural design points of the shearing walls in high-rise buildings, so as to ensure the construction quality of the architectural projects.
出处
《山西建筑》
2015年第4期36-37,共2页
Shanxi Architecture
关键词
剪力墙
结构设计
高层建筑
剪力系数
shearing wall, structural design, high-rise building, shearing coefficient