摘要
强地面运动指标(IM)的选择对桥梁结构工程需求参数(EDP)的概率估计影响很大。文章分别采用峰值地面加速度PGA和峰值地面速度PGV作为IM,选择实际地震波并进行合理的调值,对一座RC桥墩进行非线性动力时程分析;结果表明,对于中等周期的桥墩结构,以PGA作为IM计算的EDP概率估计值离散度明显更大。因此应根据所分析结构的周期范围,选择不同的IM,通过合理的调值对EDP进行概率估计。
There is a significant influence of the selection of earthquake strong-motions intensity measures on the probabilistic evaluation of engineering demand parameters(EDP). A series of nonlinear dynamic time history analyses using real accelerograms with reasonable scaling are made of a RC bridge column when peak ground acceleration (PGA) and peak ground velocity (PGV) are selected as intensity measures(IMs). The analytic results reveal that the probabilistic estimators of the EDPs which are gained using PGA as an IM generally have larger dispersions as the bridge columns with middle periods are considered. It is noted that the PSDM can be developed accurately and efficiently on the basis of the periods of structures analyzed by selecting different IMs and reasonable sealing to estimate different EDPs.
出处
《合肥工业大学学报(自然科学版)》
CAS
CSCD
北大核心
2009年第4期531-534,共4页
Journal of Hefei University of Technology:Natural Science
关键词
钢筋混凝土桥墩
峰值地面运动加速度
峰值地面运动速度
工程需求参数
概率地震需求模型
RC bridge column
peak ground velocity(PGV)
peak ground acceleration(PGA)
engineering demand parameter(EDP)
probabilistic seismic demand model(PSDM)