暗钢梁平板楼盖受力性能试验研究  

Experimental Study on the Structural Behavior of Hidden Steel Beam Flat Slab

作　　者：阎兴华[1] 高旭英[1] 孔祥峰[1] 

机构地区：[1]北京建筑工程学院土木与交通工程学院,北京100044

出　　处：《北京建筑工程学院学报》2007年第3期1-4,9,共5页Journal of Beijing Institute of Civil Engineering and Architecture

基　　金：北京市自然科学基金项目(80420097)

摘　　要：通过对3层暗钢梁平板楼盖钢-混凝土混合结构的抗震性能试验,对暗钢梁平板楼盖在水平荷载作用下等效宽度的取值、承载力的计算及楼板变形能力等进行了分析,得出了暗钢梁平板楼盖的受力性能良好的结论.This paper presents the test of a three-storey model of steel-concrete mixed structure on seismic behavior, which used hidden steel beam flat slab. Based on the test results, the effective width of hidden steel beam flat slab under the horizontal loads and the calculation of the carrying capability are analyzed, including deformation capacity of slab. The result shows that the structure has good structural behavior.

关 键 词：暗钢梁平板楼盖 有效宽度 承载力 受力性能 

分 类 号：TU973.14[建筑科学—结构工程]