现浇钢筋混凝土空心板双向受力分析  

Analysis of the Hollow Slab Stress of Cast-in-situ Reinforced Concrete

作　　者：李永溪 

机构地区：[1]广东省廉江市第四建筑工程有限公司,廉江524400

出　　处：《城市建筑》2013年第12期222-222,238,共2页Urbanism and Architecture

摘　　要：现浇钢筋混凝土空心板两个方向的截面特性存在差异,受力过程中表现出的空间各向异性较强。本文运用有限元法对一典型双向简支空心板进行了弹性分析,描述了该现浇简支空心板的双向受力特性,并提出了几点设计建议。The bidirectional of hollow slab in both directions exist differences, the force demonstrated in the course of spati- al anisotropy is strong. In this article, the author use the finite element method to analysis a typical two-way simply suppor- ted hollow elastic, describes the two-way force characteristics of cast-in-situ simply supported hollow slab, and puts forward several design suggestions.

关 键 词：空心板 有限元 双向受力 

分 类 号：TU755.7[建筑科学—建筑技术科学]