您现在的位置:建筑结构>> 期 刊>> 2012年>> 第09期>>正文内容
人民日报社报刊综合业务楼结构设计
孙逊,崔永平,黄明,高仲学,郭洋波,蒋剑峰
摘 要
孙逊,崔永平,黄明,高仲学,郭洋波,蒋剑峰
(东南大学建筑设计研究院,南京210096)
 
摘要]人民日报社报刊综合业务楼是国内第一幢全面采用屈曲约束支撑为主要抗侧力构件的高层钢结构建筑。主体结构同时具有平面、竖向不规则,主要构件形态复杂等特性。详细介绍了该工程的结构设计难点和处理办法,其中包括屈曲约束支撑的布置、复合弧形桁架式竖向构件的布置特点及受力特征、环桁架的设置与分析等,同时介绍了如何运用性能化设计方法对不同结构部位和构件进行加强。
关键词]高层建筑结构;钢框架;屈曲约束支撑;抗震设计;性能化设计
中图分类号:TU318-2文献标识码:A文章编号:1002-848X(2012)09-0052-04
 
Structural design of the People’s Daily office building
Sun Xun, Cui Yongping, Huang Ming, Gao Zhongxue, Guo Yangbo, Jiang Jianfeng
( Architectural Design & Research Institute of Southeast University, Nanjing 210096, China )
 
Abstract: The People's Daily office building is the first comprehensive application of buckling resistance braces(BRBs) for major resistance to lateral force components of high-rise steel structure building. The building is a high-rise steel structure with characteristics of plane irregularity, vertical irregularity and complicated member shapes. The structural analysis and design were presented, and the key technique was introduced including BRBs layout, arcshaped vertical trusses layout and its loading characteristic, the ring trusses and its effect etc. The performance-based design method was used to guarantee the safety of the structure.
Keywords: high-rise building; steel frame; buckling resistance brace; seismic design; performance-based design
作者简介:孙逊,博士,一级注册结构工程师, Email:sunxun@seu.edu.cn
 
参考文献
[1]GB 50011—2010建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010.
[2]DG/TJ 08 32—2008高层建筑钢结构设计规范[S]. 上海:上海市建设和交通委员会,2008.
[3]贾明明,张素梅,吕大刚,等. 抑制屈曲支撑布置原则对钢框架抗震性能的影响[J].工程力学,2009,26(7):140-146.
[4]徐培福,傅学怡,王翠坤,等. 复杂高层建筑结构设计[M]. 北京:中国建筑工业出版社,2005.
[5]戴国莹,王亚勇. 房屋建筑抗震设计[M]. 北京:中国建筑工业出版社,2005.
[6]孙逊,方立新,邱一峰,等.人民日报社报刊综合业务楼动力弹塑性时程分析[J].建筑结构,2012,42(9):56-60.
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!