康定Ms6.3和Ms5.8级地震下 摩岗岭震动监测数据研究

贺建先,王运生,曹水合,赫子皓,毛硕,黄健龙

raybet体育在线 院报 ›› 2016, Vol. 33 ›› Issue (6) : 47-52.

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raybet体育在线 院报 ›› 2016, Vol. 33 ›› Issue (6) : 47-52. DOI: 10.11988/ckyyb.20150199
工程安全与灾害防治

康定Ms6.3和Ms5.8级地震下 摩岗岭震动监测数据研究

  • 贺建先,王运生,曹水合,赫子皓,毛硕,黄健龙
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Analysis of Seismic Monitoring Data at Mogangling Slope During the Kangding Ms6.3 and Ms5.8 Earthquakes

  • HE Jian-xian, WANG Yun-sheng, CAO Shui-he, HE Zi-hao, MAO Shuo, HUANG Jian-long
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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。

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.

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

Key words

Kangding Earthquake / Mogangling / dynamic response of slope under earthquake / amplification coefficient of PGA / acceleration response spectrum

引用本文

导出引用
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]. raybet体育在线 院报. 2016, 33(6): 47-52 https://doi.org/10.11988/ckyyb.20150199
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 Ms6.3 and Ms5.8 Earthquakes[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(6): 47-52 https://doi.org/10.11988/ckyyb.20150199
中图分类号: P642   

参考文献

[1] CELEBI M. Topographic and Geological Amplification Determined from Strong Motion and Aftershock Records of March 1985 Chile Earthquake[J]. Bulletin of the Seismological Society of America, 1987, 77: 1147-1167.
[2] GELI L, BARD P Y, JULLIEN B. The Effect of Topography on Earthquake Ground Motion: A Review and New Results[J]. Bulletin of the Seismological Society of America, 1988, 78: 42- 63.
[3] 罗永红,王运生. 汶川地震诱发山地斜坡地震动地形放大效应研究[J]. 山地学报,2013,31(2):200-210.
[4] 王海云,谢礼立. 自贡市西山公园地形对地震动的影响[J]. 地球物理学报,2010,53(7):1631-1638.DOI:10.3969/j.issn.0001-5733.2010.07.014.
[5] 黄润秋,王运生,裴向军,等. “4·20”芦山Ms7.0级地震地质灾害特征[J]. 西南交通大学学报,2013,48(4):581-589.
[6] 罗永红,王运生,何 源,等. “4·20”芦山地震冷竹关地震动响应监测数据分析[J]. 成都理工大学学报(自然科学版),2013,40(3):232-241.
[7] 贺建先, 王运生, 罗永红, 等. 康定Ms6. 3 级地震斜坡地震动响应监测分析[J]. 工程地质学报, 2015, 23(3): 383-393.
[8] 王运生, 贺建先, 罗永红, 等. 康定Ms5. 8 级地震冷竹关坡体内地震动响应特征[J]. 西南交通大学学报, 2015, 50(5): 838-844.
[9] 许 强, 刘汉香, 邹 威, 等. 斜坡加速度动力响应特性的大型振动台试验研究[J]. 岩石力学与工程学报, 2010, 29(12): 2420-2428.
[10]徐光兴,姚令侃,高召宁,等. 边坡动力特性与动力响应的大型振动台模型试验研究[J]. 岩石力学与工程学报,2008,27(3):624-632.
[11]祁生文, 伍法权, 孙进忠. 边坡动力响应规律研究[J]. 中国科学: E辑, 2003, 33(B12): 28-40.
[12]何先龙, 杨立志, 赵立珍, 等. 基于多重互相关函数计算地探信号到时差[J]. 地球物理学进展, 2009,(4): 1516-1520.
[13]何先龙, 赵立珍. 基于多重互相关函数分析剪切波速[J]. 岩土力学, 2010, 31(8): 2541-2545.
[14]唐 晖,李小军,李亚琦. 自贡西山公园山脊地形场地效应分析[J]. 振动与冲击,2012,31(8):74-79.
[15]BOIT M A.A Mechanical Analyzer for Prediction of Earthquake Stress[J]. Bulletin of the Seismological Society of America, 1941, 31: 151-171.
[16]HOUSNER G W. Behavior of Structures During Earthquakes[J]. Journal of the Engineering Mechanics Division, 1959, 85(EM4): 109-129.
[17]李 杰. 几类反应谱的概念差异及其意义[J]. 世界地震工程,1993,9(4): 9-14.
[18]GB/50011—2010,建筑抗震设计规范[S]. 北京:中国建筑工业出版社,2010.

基金

国家自然科学基金项目(41072231);中国地质调查局项目(1212011220154)

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