摘要
根据 6个配角钢骨架空腹式型钢混凝土框架柱的试验 ,研究了该类框架柱在低周反复循环加载条件下的破坏形态和滞回性能 。
Based on the tests of 6 specimens of steel reinforced concrete frame columns with lattice type steel skeleton,their failure mechanism and hysteresis characteristic are investigated under reversed low cyclic loading.Model of trilinear retrograde restoring force and its feature points are also presented,which reflect the properties of lattice type steel reinforced concrete frame column.
出处
《西安公路交通大学学报》
CSCD
北大核心
2000年第4期94-97,共4页
Journal of Xi'an Highway University
关键词
空腹式型钢混凝土柱
滞回特性
恢复力模型
lattice type steel reinforced concrete column
hysteresis characteristic
model of restoring force
