| 注册
首页|期刊导航|建筑钢结构进展|超高层混合结构楼面钢梁连接形式技术经济性对比分析

超高层混合结构楼面钢梁连接形式技术经济性对比分析

谭伟 王文涛

建筑钢结构进展2013,Vol.15Issue(2):39-43,5.
建筑钢结构进展2013,Vol.15Issue(2):39-43,5.

超高层混合结构楼面钢梁连接形式技术经济性对比分析

Technical Economy Comparison Analysis of Steel Beam Connection Types for Super High-Rise Hybrid Structures

谭伟 1王文涛1

作者信息

  • 折叠

摘要

Abstract

Comparing study for the effect of steel floor beam connection types on the structural behavior, construction time needed and cost of hybrid structures with strengthened story is conducted based on an actual project of 52-storey and 224. 8 m high. The result shows that steel beams should be pinned at both ends or pinned with concrete core and rigidly connected with perimeter frame columns in super high-rise hybrid structures. Outrigger of strengthened story may work together with concrete core tube, being part of a new lateral load resisting system of outrigger-core tube. Scheme of pinned connection at both ends can save the cost about ten percent than rigid connection one.

关键词

超高层混合结构/楼面钢梁连接形式/技术经济性分析/加强层/伸臂桁架

Key words

super high-rise hybrid structure/beam connection type/technical economy analysis/strengthened story/outrigger

分类

建筑与水利

引用本文复制引用

谭伟,王文涛..超高层混合结构楼面钢梁连接形式技术经济性对比分析[J].建筑钢结构进展,2013,15(2):39-43,5.

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

访问量0
|
下载量0
段落导航相关论文