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康定Ms6.3和Ms5.8级地震下 摩岗岭震动监测数据研究
引用本文:贺建先,王运生,曹水合,赫子皓,毛硕,黄健龙. 康定Ms6.3和Ms5.8级地震下 摩岗岭震动监测数据研究[J]. 长江科学院院报, 2016, 33(6): 47-52. DOI: 10.11988/ckyyb.20150199
作者姓名:贺建先  王运生  曹水合  赫子皓  毛硕  黄健龙
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
基金项目:国家自然科学基金项目(41072231);中国地质调查局项目(1212011220154)
摘    要:为研究康定Ms6.3和Ms5.8级(Ms为面波震级)2次地震动的响应规律,在大渡河摩岗岭段两岸斜坡不同高程处掘进平硐并安置了强震监测仪。监测数据揭示1#监测点记录的水平向和竖直向PGA(地表峰值加速度)最大,Ms6.3级水平向达到了16.5~22.2 cm/s2,竖直向也达到了8.9 cm/s2;Ms5.8级水平向为9.9~11.8 cm/s2,竖直向为4.1 cm/s2。以2#监测点记录的2次地震加速度PGA值为参考,1#监测点水平向和竖直向PGA放大系数最大,Ms6.3级水平向和竖直向放大系数分别达到5.4,4.2,而震级较小的Ms5.8分别为3.7,2.2。傅里叶谱分析可得各监测点记录的2次地震卓越频率相差不大。由各监测点加速度反应谱可得同次地震中海拔最高的1#监测点水平向和竖直向反应谱幅值最大;对比同一监测点不同震级加速度反应谱,较大震级的Ms6.3级各个方向幅值比Ms5.8级大。研究表明斜坡不同高程部位对地震波具有选择放大作用,高程越大,这种放大效应越明显。

关 键 词:康定地震  摩岗岭  边坡地震动响应  PGA放大系数  加速度反应谱  
收稿时间:2015-03-19

Analysis of Seismic Monitoring Data at Mogangling Slope During the Kangding Ms 6.3 and Ms 5.8 Earthquakes
HE Jian-xian,WANG Yun-sheng,CAO Shui-he,HE Zi-hao,MAO Shuo,HUANG Jian-long. Analysis of Seismic Monitoring Data at Mogangling Slope During the Kangding Ms 6.3 and Ms 5.8 Earthquakes[J]. Journal of Yangtze River Scientific Research Institute, 2016, 33(6): 47-52. DOI: 10.11988/ckyyb.20150199
Authors:HE Jian-xian  WANG Yun-sheng  CAO Shui-he  HE Zi-hao  MAO Shuo  HUANG Jian-long
Affiliation:State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection,Chengdu University of Technology, Chengdu 610059, China
Abstract:In order to analyze the dynamic seismic response and topographic amplification effect of Kangding Ms6.3 and Ms5.8 earthquakes, we excavated adits at different altitudes and placed monitoring instruments on both sides of the slope at Mogangling segment of Dadu River. The monitoring data reveals that 1) the peak ground accelerations (PGA) in both horizontal and vertical directions at 1# monitoring site are the biggest. In Ms6.3 earthquake, the PGA in horizontal and vertical direction is respectively 16.5-22.2 cm/s2 and 8.9 cm/s2, and in Ms5.8 earthquake the horizontal and vertical PGA is 9.9-11.8 cm/s2 and 4.1 cm/s2, respectively; 2) with the horizontal and vertical PGA at 2# monitoring site as reference, the horizontal and vertical PGA amplification factors of 1# monitoring site are the biggest, reaching 5.4 and 4.2 respectively in Ms6.3 earthquake and 3.7 and 2.2 respectively in Ms5.8 earthquake; 3) difference of predominant period of each monitoring site is not big in the same period frequency from Fourier spectrum in both earthquakes; 4) the acceleration response spectrum at each monitoring site shows that the horizontal and vertical amplitudes of 1# monitoring site (which is in the highest altitude) are the biggest. For the same site, horizontal and vertical amplitudes of Ms6.3 earthquake are both larger than those of Ms5.8 earthquake. Studies suggest that under strong earthquake, seismic wave is amplified selectively in different parts of slope at different elevations, and topographic amplification effect of ground motion is bigger at higher altitude.
Keywords:Kangding Earthquake  Mogangling  dynamic response of slope under earthquake  amplification coeffi-cient of PGA  acceleration response spectrum
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