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九寨沟Ms4.1级余震薛家坝场地地震动响应监测数据分析
引用本文:胡小龙,王运生,刘健,刘宇,申通,辛聪聪.九寨沟Ms4.1级余震薛家坝场地地震动响应监测数据分析[J].科学技术与工程,2019,19(21):49-55.
作者姓名:胡小龙  王运生  刘健  刘宇  申通  辛聪聪
作者单位:成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059;成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059;成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059;成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059;成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059;成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都,610059
基金项目:国家自然科学基金(41877235);国家重点研发计划项目(2017YFC1501000);国家创新研究群体科学基金(41521002);地质灾害防治与地质环境保护国家重点实验室自主课题基金 (SKLGP2015Z001)
摘    要:九寨沟"8. 8"地震后余震一直持续,对灾区人民生命财产安全造成了极大地威胁,进行余震监测研究意义重大。通过对薛家坝不同地基类型、不同高程处各监测点的地震动响应分析揭示:处于深厚覆盖层场地的1#监测点记录到的峰值加速度 2#监测点参考点,说明局部范围内不同地基类型对地震波的放大效应要比地形放大效应更为显著; 1#监测点阿里亚斯强度最大值分别为2#及参考点的1. 5、5. 1倍,而处于相同地基条件的2#监测点阿里亚斯强度最大值约为参考点最大值的3. 5倍;傅氏谱分析发现:深厚覆盖层场地对地震波的放大作用强于完整基岩场地,2#监测点同一高程不同埋深对地震波具有选择放大作用,距离洞口越近放大作用越明显。

关 键 词:九寨沟余震  薛家坝  地基类型  阿里亚斯强度  傅氏谱
收稿时间:2018/12/5 0:00:00
修稿时间:2019/3/26 0:00:00

Analysis of Ground Motion Response Monitoring Data of Xuejiaba Site of Ms4.1 Aftershock in Jiuzhaigou
Hu Xiao-long,Wang Yun-sheng,Liu Jian,Liu Yu,Shen Tong and Xin Cong-cong.Analysis of Ground Motion Response Monitoring Data of Xuejiaba Site of Ms4.1 Aftershock in Jiuzhaigou[J].Science Technology and Engineering,2019,19(21):49-55.
Authors:Hu Xiao-long  Wang Yun-sheng  Liu Jian  Liu Yu  Shen Tong and Xin Cong-cong
Institution:State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology,State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology
Abstract:After the "8.8" earthquake in Jiuzhaigou, the aftershocks have continued, posing a great threat to the safety of people"s lives and property in the disaster areas. It is of great significance to carry out aftershock monitoring research. Through the analysis of the ground motion response of different types of foundations and different elevations of Xuejiaba, it is revealed that the peak acceleration>2# monitoring point>reference point recorded in the 1# monitoring point of the deep overburden site indicates the local range. The amplification effect of different ground types on seismic waves is more significant than the terrain amplification effect; the maximum value of Arias intensity of 1# monitoring point is 2# and 1.5 times and 5.1 times of reference point respectively, while 2# monitoring in the same foundation condition The maximum Arias intensity is about 3.5 times of the maximum value of the reference point; Fourier"s spectrum analysis shows that the deep-coverage site has a stronger amplification effect on seismic waves than the complete bedrock site, and the 2# monitoring point has the same elevation and different depths to seismic waves. With selective amplification, the closer to the hole, the more obvious the amplification effect.
Keywords:Jiuzhaigou aftershock  Xuejiaba  Foundation type  Arias intensity  Fourier spectrum
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