摘要
提出了三线性型钢混凝土柱恢复力模型 ,推导了其特征参数的计算公式 。
Trilinear hysteretic model is used for steel reinforced concrete(SRC)columns,and the calculation formula of the characteristic parameters in hysteretic model of the steel reinforced concrete (SRC) columns is aiso set up.It provides theoretical basis for tall building composite structures of ealsto plastic dynamic.
出处
《西北建筑工程学院学报(自然科学版)》
2000年第3期21-23,共3页
Journal of Northwestern Institute of Architectural Engineering
关键词
型钢混凝土柱
恢复力
高层结构
组合结构
steel reinforced concrete
hysteretic model
high-rise structure
restoring force