摘要
本文通过对低配筋大比例尺圆端形桥墩的拟静力试验,研究了其非线性滞回特性,计算了延性比、耗能特性及最大抗力,分析了它们与剪跨比和配箍率之间的关系,得出了低配筋桥墩抗震设计的基本参数。
The seismic behaviors of large-scale RC round-ended piers with low reinforcement ratio are studied with lab test. Ten pieces of specimens of RC piers are made for the pseudo-static test. It is stressed that the nonlinear hystersis, the ductility factor, the dissipated energy, and the extreme resistance are studied. The effects of both the shear span ratio and the reinforcement ratio have to be considered. It is found that the parameters of RC piers with low reinforcement ratio are obtained.
出处
《土木工程学报》
EI
CSCD
北大核心
2003年第11期65-69,共5页
China Civil Engineering Journal
关键词
延性系数
桥墩
拟静力试验
ductility factor, pier, pseudo-static test
