摘要
新洲大楼通过运用大跨度钢骨混凝土转换桁架与悬挂钢框架等结构形式,较好地满足了建筑对功能与空间的需求。重点介绍了所采用结构体系的各组成部分的设计思路与技术难点、主要计算分析的结果与设计构造,所提出的设计手法为今后结构在处理底层抬高与无柱空间等建筑要求提供了新思路,供同类工程结构设计参考。
Xinzhou Building adopts large-span steel reinforced concrete transfer truss and suspended steel frame to meet the architectural requirements of function and space well.The design concept and technical difficulty,the main calculation and analysis results and structural measures of all components of the selected structural system were emphatically introduced.The design method of this project can provide new way for structural design to meet the architectural requirements of lifting the ground floor and column-free spaces.The suggestions can provide references for design of similar projects.
出处
《建筑结构》
CSCD
北大核心
2018年第5期30-37,共8页
Building Structure
关键词
大底盘结构
结构选型
钢骨混凝土
混凝土转换桁架
悬挂钢框架
弹性时程分析
enlarged-base structure
structural system selection
steel reinforced concrete
concrete transfer truss
suspended steel frame
elastic time-history analysis
