辛亥革命博物馆(新馆)结构设计

英文篇名：Structure design of new Xinhai Revolution Museum
中文刊名：建筑结构
英文刊名：Building Structure
作者：张浩 ; 邵国芬 ; 胡文进 ; 王新 ; 温四清
英文作者：Zhang Hao ; Shao Guofen ; Hu Wenjin ; Wang Xin ; Wen Siqing(CITIC General Institute of Architectural Design and Research Co. ; Ltd. ; Wuhan 430014 ; China)
中文关键词：大跨悬挑结构 ; 竖向地震作用 ; 楼板舒适度 ; 空间折板钢架
英文关键词：large-span cantilever structure ; vertical seismic effect ; floor vibration comfort ; space folded plate structure
出版日期：2012-09-15
机构：中信建筑设计研究院总院有限公司;
年：2012
期：09
出版单位：建筑结构

摘要

辛亥革命博物馆(新馆)为钢管混凝土柱-混凝土剪力墙组合结构,层3及屋盖部分悬挑跨度约为34m,采用1对钢桁架悬挑;局部外立面采用空间折板钢架,既作为幕墙支承骨架,又作为楼层竖向支承结构,并对其进行整体建模分析。采用MIDAS/Gen软件进行了楼板的舒适度验算,空间折板钢架结构的强度、变形和稳定计算。
New Xinhai Revolution Museum is a hybrid structure combined by concrete-filled steel tubular column and concrete shear wall.Part of layer 3 and the roof cantilever span is about 34m,supported by a pair of steel cantilever trusses.A kind of space folded plate structure is arranged along some part of the elevation,which played both as main bone of the curtain wall and vertical support of the roof.The space folded plate structure was designed with overall analysis model.Floor vibration comfort,strength,deformation and stability of space folded plate structure were analyzed by MIDAS/Gen.

引文

[1]GB50011—2001建筑抗震设计规范[S].2008年版.北京:中国建筑工业出版社,2008.
[2]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.