摘要
通过工程实例的设计与分析 ,探讨了箱形转换层的顶、底板与一般楼板在设计上的差异 ,以及箱形转换层和普通梁式转换层对框支柱设计的不同影响 ,提出了高层建筑箱形转换层的结构计算和设计建议 。
By the analysis and design of a practical tall building structure with box transfer story, the differences between the top/bottom diaphragm of box story and the ordinary floor slab are discussed. The influence on the supporting columns by the box transfer story and the ordinary girder transfer story are also analyzed. Some suggestions that can be used in the similar engineering calculation and design have been put forward.
出处
《工程抗震与加固改造》
2004年第5期12-16,共5页
Earthquake Resistant Engineering and Retrofitting
关键词
剪力墙结构
抗震设计
箱形转换层
框支柱
腹板梁
shear wall structure
seismic design
box transfer story
supporting columns under transfer story
web plate
