底部钢板对钢筋桁架楼板的变形影响有限元分析  

Finite Element Analysis of the Effect of Bottom Steel Plate on the Deformation of Steel Bar Truss Floor

作　　者：刘伟[1] 李连岗 LIU Wei;LI Liangang(School of Civil Engineering,Jilin Jianzhu University,Changchun 130118,China)

机构地区：[1]吉林建筑大学土木工程学院,吉林长春130118

出　　处：《四川建材》2018年第3期60-61,共2页Sichuan Building Materials

摘　　要：目前,钢筋桁架楼板广泛应用于高层建筑和钢结构建筑中,但对于该型楼板研究较少。本文通过有限元软件ANASYS建立模型,分析有无钢板对钢筋桁架楼板变形和受力性能,验证钢板对楼板变形的影响。At present,steel truss floors are widely used in high-rise buildings and steel structures,but the research on this type of floor slab is less.In this paper,the finite element software ANASYS is used to establish the model to analyze the deformation and mechanical properties of the steel truss truss floor with or without steel plate,and verify the effect of steel plate on the floor deformation.

关 键 词：钢筋桁架楼板 有限元 模型 变形 

分 类 号：TU398.9[建筑科学—结构工程]