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考虑地面运动不确定性的地面运动记录选择方法研究
引用本文:王敏,朱爱萍,丁袁媛,白绍良,傅剑平.考虑地面运动不确定性的地面运动记录选择方法研究[J].土木工程学报,2016,49(9):42-52.
作者姓名:王敏  朱爱萍  丁袁媛  白绍良  傅剑平
作者单位:1. 重庆大学, 重庆 400045; 2. 中国建筑科学研究院, 北京 100013
摘    要:分析国内外当前地面运动记录选择方法后,重点指出我国方法中值得改进之处,提出考虑地面运动记录 不确定性的地面运动记录选择方法。并建立Ⅱ类场地地面运动数据库,给出不同震级和距离分组下加速度动力放 大系数谱分布规律,以此体现地面运动的不确定性。最后,以一个工程算例来展示考虑地面运动不确定性的地面 运动记录选择方法的应用过程和结果。算例的动力时程分析结果表明,由此预测出的结构模型地震反应确实存在 着一个明显的分布范围,克服了当前拟合单一目标谱的地面运动记录选择方法抹杀地面运动不确定性的弊端,为 全面了解结构在一定地震风险下抗震性能提供可能。

关 键 词:长周期    抗震性能    地面运动    不确定性  

Study on method for ground motion selection considering uncertainties of ground motions
Wang Min,Zhu Aiping,Ding Yuanyuan,Bai Shaoliang,Fu Jianping.Study on method for ground motion selection considering uncertainties of ground motions[J].China Civil Engineering Journal,2016,49(9):42-52.
Authors:Wang Min  Zhu Aiping  Ding Yuanyuan  Bai Shaoliang  Fu Jianping
Affiliation:1. Chongqing University, Chongqing 400045, China;  2. China Academy of Building Research, Beijing 100013, China
Abstract:By analyzing current methods of selecting ground motions in China and worldwide, some aspects of the methods used in China are highlighted to be further improved. A method of selecting ground motions by considering the uncertainty of these records is proposed and the database of ground motions for site category II is established. The distribution of dynamic amplification factor for accelerations under different magnitudes and distance groups is provided to show the uncertainty of the ground motion. Finally, one case study is conducted to show the procedure of the method for selecting ground motions by considering the uncertainty. The results of the nonlinear time history analysis show that the predicted structural response has an obvious of distribution range after this method was adopted. The proposed method can overcome the shortage of previous methods that neglect the uncertainty of ground motions. This method can make it possible to comprehensively understand the structural seismic performance under certain seismic hazard.
Keywords:long period  seismic performance  ground motion  uncertainty  
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