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呼市中银大厦结构设计与分析
冷冬梅,孙华敏,李 辉,郑汉兵,李洪求
摘 要

 

(北京维拓时代建筑设计有限公司,北京 100025
 
[摘要呼市中银大厦是位于高烈度区的超高层建筑,采用框架-核心筒混合结构体系。本文通过对呼市中银大厦结构设计说明,介绍了该工程结构选型,地基基础设计特点及各阶段的抗震分析方法,重点阐述了高位桁架转换防屈曲支撑设计思路。并详细讨论了型钢混凝土构件设计细节。可供同类结构设计时参考。
中图分类号:TU973.1+7      文献标识码:A      文章编号:1002-848X(2013)S1-0110-05
 
作者简介:冷冬梅,研究生,硕士,工程师,主任工程师,一级注册结构工程师,Emaillengdongmei@vtjz.com
 
Structural design of Huludao Stadium
Leng DongmeiSun HuaminLi HuiLi Hongqiu
(Beijing Victory Star Architecture & Civil Engineering Design Co., Ltd., Beijing 100025, China)
 
Abstract: Huhhot Bank of China Building is the super high-rise buildings in High-intensity area by using frame-core wall system. Based on the structural design of Huhhot Bank of China Building,this paper elaborates the design features of the foundation and Performace-based seismic. high-level transfer truss and buckling-restrained-brace are mainly described. The member design of steel reinforced concrete columns is discussed in detail, which may be a reference to the similar projects.
Keywords: super high-rise building; hybrid structure; optimized design of pile foundation stiffness to reduce differential settlement;high-level transfer truss;non-rectangular steel reinforced concrete columns;buckling-restrained-brace
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