板柱与梁板结构受力性能对比研究  

Mechanical Behavior Comparison Between Slab Column Structure and Beam Slab Structure

作　　者：雷华[1] 向伟明[2] 黄鑫[2] 

机构地区：[1]广州城市职业学院,广东广州510006 [2]广州大学土木工程学院,广东广州510006

出　　处：《水利与建筑工程学报》2017年第4期217-222,共6页Journal of Water Resources and Architectural Engineering

摘　　要：以某工程为算例,分别选取合理板柱与梁板结构计算模型,按照相关规范进行大型广场在平时工况与战时工况顶板各构件承载力计算,并对其两种结构型式的受力性能分析对比,以总结出地下人防结构顶板的适用原则,为实际工程设计提供参考依据。This paper takes a project as an example,and selects reasonable plate column and beam slab structure calculation model of a large square in accordance with the relevant regulations to calculate the bearing capacity of normal condition and the components of wartime conditions roof,and the structure of two types of stress performance was analyzed and compared,and finally we summarized the application of the principle of human anti roof structure.

关 键 词：板柱结构 梁板结构 受力性能 分析对比 

分 类 号：TU398[建筑科学—结构工程]