摘要
在底部一层框架——抗震墙砖房设计中,根据规范推导并制定出计算转换层楼板所必需的参数。
For the masonry building with frame-shear wall on bottom stories, the plate design of the changing floor is very important. In accordance with the criteria of the code, the necessary parameters of calculating changing floor plate are given for the sake of practical engineering design.
出处
《河北建筑工程学院学报》
CAS
2002年第4期41-42,共2页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
抗震墙
转换层
底部剪力法
底部框架
楼板
base one-floor frame-antiseismic wall
changing floor
bottomshear way