摘要
为分析雅安地区场地结构引起的震动特性,选取该地区重大安评项目中的实际测试钻孔进行场地地震反应分析,采用等效线性化方法,并以NGA强震记录为输入,开展场地反应计算,在全面分析该地区场地地震特征的基础上,以峰值速度为参数指标,研究场地条件引起的峰值速度放大效应。研究结果表明,雅安地区场地卓越周期约为0.2 s,自振周期为0.2 s的建筑结构破坏相对严重;随着基岩峰值加速度的增大,峰值速度呈增大趋势,峰值速度与峰值加速度变化趋势并非完全一致,分析场地效应时应考虑多种地震动参数的变化规律;不同地震输入下峰值速度放大系数为1~1.8;峰值速度放大系数kv在不同强度基岩输入下,大致呈随等效剪切波速的增大而减小的趋势,软土场地更易引起场地峰值速度的放大,这种现象在芦山地震中较为明显。
In order to analyze the vibration characteristics caused by the site structure in the Ya’an area,the actual test boreholes in the major safety assessment projects in the area were selected for site seismic response analysis,The equivalent linearization method was used to carry out the site response calculation with the NGA strong earthquake records as the input.On the basis of a comprehensive analysis of the seismic characteristics of the site in this area,the peak velocity was used as the parameter index to study the magnification effect of the peak velocity caused by the site conditions.The main research results are as follows:The predominant period of the site in the Ya’an area is around the range of 0.2 s,and the building structure damage will be relatively severe if the natural vibration period is in this range;With the increase of the peak acceleration of the bedrock,the peak velocity shows an increasing trend,However,the changes in the peak velocity and the peak acceleration are not all consistent,so the variation laws of various ground motion parameters should be considered when analyzing the site effect.;The peak velocity magnification factor is between 1 and 1.5 under different seismic inputs;The site coefficient kv generally decreases with the increase of the equivalent shear wave velocity and soft soil filed is more likely to cause amplification of the peak velocity,especially in Lushan earthquake.
作者
闫静茹
张郁山
邓菲
李伟
Yan Jingru;Zhang Yushan;Deng Fei;Li Wei(China Earthquake Disaster Prevention Center,Beijing 100029,China)
出处
《震灾防御技术》
CSCD
北大核心
2022年第4期682-690,共9页
Technology for Earthquake Disaster Prevention
基金
地震科技星火计划(XH22013YA)。
关键词
四川雅安地震
场地效应
峰值加速度
峰值速度
反应谱
Ya’an earthquake in Sichuan province
Site response effect
Peak acceleration
Peak velocity
Response spectrum
