摘要
结合—实际工程,进行了两榀框架梁式转换层结构1/5缩尺模型在水平低周反复荷载下的抗震性能试验,其中一榀的转换梁和与其相连的框支柱采用了钢骨混凝土结构.试验结果表明,采用钢骨混凝土的梁式转换层结构受力和抗震性能明显优于普通钢筋混凝土梁式结构.
Based on the practical project, two scaled models of frame girder transfer floor, one is common reinforced concrete structure (RCTB model) and the other is steel reinforced concrete structure (SRCTB model), are tested subjected to vertical loading and horizontal reversed cyclic loading. The experimental results and preliminary conclusion are given. The experimental results show that the SRCTB model is superior to RCTB model in mechanical and aseismic behaviour.
出处
《建筑结构》
CSCD
北大核心
2000年第4期61-64,共4页
Building Structure
基金
江苏省科委应用基础研究资助项目
关键词
钢骨混凝土
转换层
抗震性能
试验研究
高层建筑
steel reinforced concrete
transfer floor
aseismic behaviour
experimental study
