您现在的位置:建筑结构>> 期 刊>> 2009年>> 增刊01期>>正文内容
无锡会展中心结构设计中关键技术问题
熊品华,刘明全,文 勇,宋 炜,张 炎,陈中浩
摘 要

    熊品华,刘明全,文  勇,宋  炜,张  炎,陈中浩
    (中国建筑设计研究院上海分院,上海200120)

[摘要] 介绍了钢结构屋面的抗侧力体系和竖向支撑体系分离在本工程中的运用及相应的理论分析和构造措施。本工程引入了抗震性能化设计方法,保证关键构件在罕遇地震中处于弹性阶段。通过对整体模型的计算分析,反映了上部钢结构屋盖与下部钢筋混凝土框一剪结构协同工作对位移及受力性能的影响,提出了工程关键技术的处理建议。
[关键词] 梭形空腹钢桁架;抗侧力体系;竖向支撑体系;协同工作;性能化设计

    Key Techniques for the Structure Design of Wuxi Exhibit Center
   
Xiong Pinhua, Liu Mingquan, Wen Yong, Song Wei, Zhang Yan, Chen Zhonghao
    ( China Architeture Design & Research Group,Shanghai 200120, China)

Abstract: The application of separation method of lateral resisting system and vertical brace system of the steel roof in the project is presented, including the corresponding theoretical analysis and the constructional measures. Performance - based seismic design method used in the project is to ensure that the stress of the critical components are in flexible stage in the rare earthquake. Through computed analysis of the overall model, the effects of collaborative work of the upper part of the roof steel and the lower part of reinforced - concrete frame - shear wall structure on the displacement and capacity stressed are reflected, the disposals of key technologies of the project are raised.
Keywords: spindle fasting steel truss; lateral resisting system; vertical brace system; collaborative work; performance-based seismic design

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!