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无比钢结构体系多层住宅整体变形分析
引用本文:蒋俊玲,柯长仁.无比钢结构体系多层住宅整体变形分析[J].建筑技术,2009,40(10):943-945.
作者姓名:蒋俊玲  柯长仁
作者单位:1. 湖北工业大学土木工程与建筑学院,430068,武汉
2. 湖北工业大学土木工程与建筑学院,430068,武汉;上海交通大学船舶海洋与建筑工程学院,200240,上海
摘    要:无比钢结构是一种新型的轻钢龙骨体系,通过采用ABAQUS软件包分析了结构在风载和地震荷载作用下的水平位移,且与规范要求的最大值进行了比较。结果表明,按所提出的针对无比钢结构的有限元建模和分析方法,在风荷载和地震作用下计算得到的多层无比钢结构的层间和顶点水平位移均可满足规范要求。

关 键 词:无比钢龙骨体系  建造方法  有限元模型  水平位移

WHOLE HORIZONTAL DISPLACEMENT ANALYSIS OF WEB LIGHT-GAUGE STEEL JOIST SYSTEM
JIANG Junling,KE Changren.WHOLE HORIZONTAL DISPLACEMENT ANALYSIS OF WEB LIGHT-GAUGE STEEL JOIST SYSTEM[J].Architecture Technology,2009,40(10):943-945.
Authors:JIANG Junling  KE Changren
Affiliation:JIANG Junling, KE Changren (1. School of Civil Engineering and Architecture , Hubei University of Technology,430068,Wuhan,China; 2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, 200240,Shanghai,China)
Abstract:WEB light-gauge steel joist system (WEB Steel) is a new type of light steel structure. The horizontal displacement of the building under the wind load and earthquake was analyzed using ABAQUS software, which was compared with the code value: Based on the simplified building method of finite element model, the six storey and top horizontal displacement can be smaller than the code values for the six storey WEB steel building uniter the wind load and earthquake.
Keywords:WEB light-gauge steel joist sytem  construction method  finite element analysis model  horizontal displacement
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