摘要
本项目6#公寓楼为矩形钢管混凝土柱钢框架-支撑结构,介绍了该栋楼的结构整体计算和构件设计,对设计过程中的0.2VEK剪力调整、中心支撑和偏心支撑的设置、耗能梁段受剪承载力计算、柱计算长度选取等关键问题进行了探讨。
6# apartment building is a steel frame support structure with rectangular steel tube concrete column in this project. The overall structure and component design of the building were introduced. The key problems of 0. 2 VEKshear adjustment,central support and eccentricity support,short shear bearing capacity of energy dissipating beam and selection of column calculation length were discussed in the design process.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期69-71,共3页
Building Structure
关键词
高层建筑
钢框架支撑结构
矩形钢管混凝土柱
偏心支撑
耗能梁段
抗震设计
high-rise building
steel frame support structure
rectangular concrete-filled steel tube column
eccentricity support
energy dissipating beam
seismic design
