|本期目录/Table of Contents|

[1]万秀红,吴哲,李智敏,等.2016年青海门源6.4级地震强震记录特征分析*[J].地震研究,2016,39(增刊):95-100.
 WAN Xiuhong,WU Zhe,LI Zhimin,et al.Analysis on Characteristics of Strong Earthquake Records of Qinghai Menyuan MS6.4 Earthquake in 2016[J].Journal of Seismological Research,2016,39(增刊):95-100.
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2016年青海门源6.4级地震强震记录特征分析*(PDF/HTML)

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:
39
期数:
2016年增刊
页码:
95-100
栏目:
出版日期:
2016-11-20

文章信息/Info

Title:
Analysis on Characteristics of Strong Earthquake Records of Qinghai Menyuan MS6.4 Earthquake in 2016
作者:
万秀红吴哲李智敏绽蓓蕾黄伟
青海省地震局,青海 西宁 810001
Author(s):
WAN XiuhongWU ZheLI ZhiminZHAN BeileiHUANG wei
Earthquake Administration of Qinghai Province,Xining 810001,Qinghai,China
关键词:
门源地震 加速度峰值 加速度反应谱 垂直与水平谱比值
Keywords:
Menyuan earthquake acceleration peak acceleration response spectrum V/H spectrum ratio
分类号:
P315.914
DOI:
-
摘要:
采用2016年青海门源6.4级地震震中周边64个台的加速度峰值和其中10个台的强震波形数据对地震动的衰减、反应谱及垂直分量与水平分量的比值进行了分析。研究结果表明:门源地震动衰减规律基本符合青藏区的地震动衰减关系变化规律,震中距300 km以内,水平向与垂直向地震动衰减速度相近,震中距大于300 km时,水平向比垂直向地震动衰减速度缓慢; 在200 km范围内,部分垂直向与南北向PGA比值偏大的台站基本上分布在托莱山断裂和冷龙岭断裂以北的地区。从加速度反应谱三分量的对比分析发现,土层场地与基岩场地相比呈现明显的场地放大效应; 反应谱比的凹槽现象说明在工程抗震中应重视垂直向地震动的作用。
Abstract:
Using the acceleration peaks of 64 stations and the strong earthquake waveform data of 10 stations in the area around the epicenter of Qinghai Menyuan MS6.4 earthquake,we analyzed the attenuation of ground motion,the acceleration response spectrum and the ratio of vertical component and horizontal component. The research results show as follows:the ground motion attenuation law of Menyuan earthquake basically accords with that in Tibetan area. When the epicenter distance is within 300 km,the attenuation speed of horizontal and vertical ground motions are close; when the epicenter distance is greater than 300 km,the attenuation speed of horizontal ground motion attenuation is slower than that of the vertical ground motion. When the epicenter distance is within 200 km,some stations with larger PGA ratio of UD/NS are basically distributed in the north area of Lenglongling Fault and Tuolaishan Fault. Compared analysis on the three-component of acceleration response spectrum,we find that compared with bedrock site,the soil layer site presents obvious site amplification effect. The groove phenomenon of response spectrum shows that the role of vertical ground motion should be paid attention to the engineering earthquake resistance.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2016-08-23
基金项目:中国地震局星火攻关计划(XH16039)资助.

更新日期/Last Update: 2016-10-20