摘要
本文根据２３根劲性钢筋混凝土（ＳＲＣ）柱和３根钢筋混凝土（ＲＣ）柱在单调及往复循环荷载作用下的试验结果，对ＳＲＣ柱的破坏形态、变形能力、耗能性能、强度衰减、恢复力模型、累积损伤模型等进行了分析，并建立了相应的计算公式。
Based on the tests of 23 SRC columns and 3 RC columns subjected to constant axial compressive loading and reversed cyclic or monotonic horizontal loading, the failure patterns, deformation capacity, energy dissipation capacity, strength degradation, hysteretic model, cumulative damage indexes of such SRC members are analyzed inthis paper. Furthermore, the corresponding computing formulas are proposed as well.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1996年第3期43-51,共9页
Journal of Building Structures
