温差效应对超长多层结构竖向构件的影响  

Influence of temperature difference effect on super long multi-layer structure

作　　者：缪六华 郭锐 夏光宏 邹文宝 严平 

机构地区：[1]CCDI悉地国际,上海200235

出　　处：《建筑结构》2013年第S1期662-665,共4页Building Structure

摘　　要：超长结构未设置伸缩缝或设缝间距超出规定限值时,由于温差及混凝土收缩的作用效应积累,会产生较大的约束应力,此时需分析温差效应对结构水平及竖向构件的影响。利用有限元软件MIDAS BUILDING,研究分析温差效应对具体超长结构的影响,为合理设计提供依据。Super long structure without expansion joint or joints is higher than the specified limit,due to the temperature difference and shrinkage of concrete accumulation,will have great constraint stress,which need analyzing the effect of temperature difference on horizontal and vertical members of structure. Research and analysis of temperature difference effect on specific super long structure,providing the basis for rational design,with finite element software MIDAS BUILDING.

关 键 词：超长建筑 超长结构 温差效应 温度应力 有限元 

分 类 号：TU375[建筑科学—结构工程]