钢管混凝土柱异型板无梁楼盖的受力性能  

Mechanical property of girderless floor in concrete-filled tubular special-shaped slab-steel-column system

作　　者：耿立功[1] 王绍杰[2] 苏幼坡[2] 温欣[2] 

机构地区：[1]唐山建设集团,河北唐山063000 [2]河北理工大学建筑工程学院,河北唐山063009

出　　处：《自然灾害学报》2008年第4期28-32,共5页Journal of Natural Disasters

基　　金：国家科技支撑计划项目(2006BAJ13B04-03)

摘　　要：在竖向均布荷载作用下,通过对异型板无梁楼盖受力性能的试验研究,并结合有限元分析,提出了钢管混凝土柱异型板无梁楼盖的简化计算方法,为大空间筒体-短肢剪力墙住宅结构体系的推广及应用提供了理论依据和设计方法。For the vertical distribution load , a simplified calculation method of girderless floor in the concrete-filled tubular special-shaped slab-steel-column system is given through the finite element analysis and the mechanical property experiment research, and a theoritical basis and design method for extension and application of a largespace tube structure and short-shear wall residential structure system are proposed .

关 键 词：钢管混凝土柱 异型板 无梁楼盖 

分 类 号：TU375.3[建筑科学—结构工程]