摘要
基于考虑变形幅值和循环加载效应影响的累积损伤模型，对型钢钢筋混凝土框架柱（空腹式和实腹式）在反复加载下的损伤发展进行了分析，对其抗震性能作了进一步讨论．
By using a kind of accumulative damage model that mirrors the effect of cyclic loading and maximum deformation, the damage evolution of steel reinforced concrete(SRC) frame columns(batten plate/lattice type and full web type) under earthquake is analyzed and its seismic behavior further discussed.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1998年第3期213-216,232,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
国家自然科学基金
关键词
钢筋混凝土
框架柱
损伤
抗震性能
加载
steel reiforced concrete, frame column, damage, seismic behavior
