地震地质

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云南漾濞Ms6.4地震强震动特征和震害分析

张斌1,李小军1,荣棉水2,俞言祥3,王玉石3,王继鑫2   

  1. 1. 北京工业大学
    2. 中国地震局地壳应力研究所
    3. 中国地震局地球物理研究所
  • 收稿日期:2021-06-16 修回日期:2021-07-25 发布日期:2021-09-26
  • 通讯作者: 李小军
  • 基金资助:
    北京工业大学城建学部筑基工程

ANALYSIS OF STRONG GROUND MOTION CHARACTERISTICS AND EARTHQUAKE DAMAGE FOR THE YANGBI Ms6.4 EARTHQUAKE, YUNNAN

Bin ZHANG1,Xiao-jun LI2, 2, 2, 2,Ji-Xin WANG2   

  1. 1. 中国地震局地球物理研究所
    2.
  • Received:2021-06-16 Revised:2021-07-25 Published:2021-09-26
  • Contact: Xiao-jun LI

摘要: 2021年5月21日云南省大理州漾濞县发生 6.4地震,中国国家强震动观测台网获得了一批强震动加速度记录。本文对该地震的29组强震动记录进行处理,绘制了地震动峰值加速度(PGA)、峰值速度(PGV)的空间分布图;对观测地震动参数与国内常用的地震动衰减关系计算值进行了对比;分析了观测地震动的幅值、时频特征,并将近场台站记录的反应谱与我国建筑抗震设计规范谱进行对比分析;同时,结合现场震害调查分析极震区结构震害较轻的主要原因。结果表明,漾濞 6.4地震水平向地震动PGA和PGV最大值都位于震中附近,地震动沿北北西向衰减最慢;漾濞地震中土层场地的实际观测值与我国常用的中国西部、川藏区水平向基岩地震动衰减关系的计算值吻合较好,而基岩场地的观测值相对较小。漾濞台水平向加速度记录的能量主要集中在周期0.07~0.13 s,加速度反应谱在T < 0.14 s时显著高于我国建筑抗震设计规范的罕遇地震动设计谱,反应谱卓越周期在0.1 s,而震中附近主要建筑物的自振周期为0.1~0.3 s。上述地震动特征很好地解释了此次地震破坏最严重的是1层的老旧穿斗木构架结构,而2~3层的砖混、框架结构几乎没有破坏或者破坏很轻的震害现象。

关键词: 漾濞地震, 强震动特征, 空间分布, 衰减关系

Abstract: The 6.4 earthquake occurred in Yangbi County, Dali Prefecture, Yunnan Province on May 21, 2021, the National Strong-Motion Observation Network System (NSMONS) of China has obtained a batch of strong motion acceleration recordings. In this paper, 29 sets of strong motion recordings of the earthquake were processed, and the spatial distribution maps of peak ground acceleration (PGA) and peak ground velocity (PGV) were drawn. We compare the observed ground motion parameters with the calculated values of the ground motion attenuation relationships commonly used in western China and Sichuan-Tibet, and analyze the amplitude and time-frequency characteristics of the observed ground motions, and compare and analyze the spectral acceleration recorded by the near-field station with the design spectra of Code for seismic design of buildings in China. Combined with the on-site earthquake damage investigation, the main reasons for the lighter structural damage in the meizoseismal area are analyzed. The results show that the maximum horizontal PGA and PGV of the Yangbi 6.4 earthquake recorded by the station located near the epicenter, and the ground motion attenuates the slowest along the north-northwestern direction. The actual observation values on the soil site in the Yangbi earthquake are in good agreement with the calculated values of the horizontal ground motion attenuation relationships commonly used in western China and Sichuan-Tibet, while the observation values on the bedrock site are relatively small. The horizontal acceleration recording energy of 53YBX station is mainly concentrated in the period range 0.07~0.13 s. When T<0.14 s, the spectral acceleration is significantly higher than the design spectra of Code for seismic design of buildings in China, and the remarkable period of the acceleration response spectra is 0.1 s. The natural periods of the main buildings near the epicenter are 0.1~0.3 s. The above ground motion characteristics well explain that the most serious damage of this earthquake is the 1-story old wooden frame structure, while the 2~3 story brick and concrete frame structure has little damage or very light damage phenomenon.

Key words: Yangbi earthquake, strong ground motion characteristics, spatial distribution, attenuation relationship