钢骨高强混凝土柱抗震性能试验研究  

Experimental Study on Earthquake Resistant Behaviour of Steel Ribs Strength Concrete Column

作　　者：杨广[1] 杨冬梦 

机构地区：[1]徐州中国矿业大学建筑设计咨询研究院有限公司,徐州221008 [2]江苏华海建筑设计有限公司,徐州221008

出　　处：《价值工程》2011年第25期87-87,共1页Value Engineering

摘　　要：以十字形钢骨高强混凝土柱为研究对象,设计了试验试件,通过室内伪静力试验测试,分析轴压力系数和配箍率对钢骨混凝土柱延性和变形等抗震性能指标的影响,为高层建筑工程建设提供参考。In the paper the cross steel ribs strength concrete column is studied. Designing test specimen that axial load and stirrup reinforcement ratio influence earthquake resistant rehaviour of steel ribs strength concrete column is analyzed by fake static force experiment. The study conducted in this paper provides reference for high-rise structure engineering.

关 键 词：钢骨 混凝土柱 抗震性能 

分 类 号：TU375.3[建筑科学—结构工程]