选用2008—2019年中国东北及邻区27次地震竖直向105条强震动记录,以三段式强度包络函数模型为目标,利用加权最小二乘回归方法,尝试建立了东北及邻区竖直向地震动时程强度包络函数参数的衰减公式,以使我国的地震动区域划分更具有普遍性。同以往的研究类似,上升段持时t1和平稳段持时ts的确定方法采用了70%能量持时法。所选地震的震级为3.3—5.8级,最大震中距为371 km。基于土层场地的竖直向记录,通过与我国目前常用的时程强度包络函数参数的衰减关系进行对比分析发现,t1与震级之间有明显的相关性,实际应用中应考虑震级对t1的影响;地震整体持时较短造成ts上升趋势随距离的增加而变缓;下降段由衰减系数c的变化可见,记录整体衰减较快。
This paper selects 105 sets of vertical strong motion observation for 27 earthquakes that occurred in Northeast China and adjacent areas between 2008 and 2019 and uses the observations to derive parameters of the vertical ground motion intensity envelope functions by best-fitting a three-segment intensity envelope function model using a weighted least-square regression method and establish their attenuation relationships in the study area. By doing this, the division of seismic regions in China becomes more universal. Similar to previous studies, the duration of the rising period t1 and stable period ts is determined by a 70% significant duration method. The magnitude of the selected earthquakes ranges from 3.3 to 5.8, and the maximum epicentral distance is 371 km. By comparing vertical recordings on soil sites with the attenuation relationship of time history intensity envelope function derived by HUO Junrong in 1989, which is widely used in the Chinese Mainland, it shows that t1 is obviously correlated to magnitude therefore the influence of magnitude on t1 should be considered in practical applications. The increasing trend of the parameter ts weakens as the epicentral distances increase due to the short duration of earthquakes, and the decline coefficient c is larger than that of HUO (1989) in general.
2020,41(4): 11-17 收稿日期:2019-08-26
DOI:10.3969/j.issn.1003-3246.2020.04.002
基金项目:黑龙江省地震局一般科研项目(项目编号:201902)
作者简介:张美玲(1987-),女,博士在读,主要从事地震监测、地震应急和信息网络相关工作。E-mail:366579193@qq.com
参考文献:
曹国安,张鸿儒. 地震动强度包络函数模型[J]. 北方交通大学学报,1998,22(1):29-38.
霍俊荣. 近场强地面运动衰减规律的研究[D]. 哈尔滨:中国地震局工程力学研究所,1989.
霍俊荣,胡聿贤,冯启民. 地面运动时程强度包络函数的研究[J]. 地震工程与工程振动,1991,11(1):1-12.
靳超宇,李伟,陈方颖. 加速度时程包络函数地区性差异初步研究[J]. 世界地震工程,2014,30(4):240-246.
李山有,金星,刘启方,等. 中国强震动观测展望[J]. 地震工程与工程振动,2003,23(2):1-7.
刘志平,石林英. 最小二乘法原理及其MATLAB实现[J]. 中国西部科技,2008,7(17):33-34.
屈铁军,王君杰,王前信. 局部场地上地震动的强度包络函数的特性研究[J]. 地震工程与工程振动,1994,14(3):68-80.
王恒知,石玉成,卢育霞,等. 人工拟合地震动时程参数对场地反应的影响分析[J]. 西北地震学报,2009,31(2):126-130.
肖亮. 水平向基岩强地面运动参数衰减关系研究[D]. 北京:中国地震局地球物理研究所,2011.
肖亮,俞言祥. 基于NGA强震数据的地震动时程强度包络函数衰减关系研究[J]. 国际地震动态,2012,(6):143.
俞言祥. 长周期地震动衰减关系研究[D]. 北京:中国地震局地球物理研究所,2002.
俞言祥,李山有,肖亮. 为新区划图编制所建立的地震动衰减关系[J]. 震灾防御技术,2013,8(1):24-33.
俞言祥. 新一代地震区划图地震动参数衰减关系的建立与特点分析[J]. 城市与减灾,2016,(3):34-38.
袁峰,邱卓,钟菊芳. 能量持时阈值的选取分析[J]. 南昌航空大学学报:自然科学版,2017,31(2):7-11.
张美玲. 地震动强度包络函数相关参数确定[D]. 哈尔滨:中国地震局工程力学研究所,2014.
张美玲,李山有,卢建旗,等. 中国大陆地区地震动时程强度包络函数研究[J]. 地震工程与工程振动,2015,35(4):60-70.
Amin M, Ang A H-S. Nonstationary stochastic models of earthquake motions[J], Journal of the Engineering Mechanics Division, 1968, 94(2):559-584.
Bolt B A. Duration of strong ground motion[C]//Proceedings of the 5th World Conference on Earthquake Engineering. Rome, 1973:
1 304-1 313.
Housner G W, Jennings P C. Generation of artificial earthquakes[J], Journal of the Engineering Mechanics Division, 1964, 90(1):113-152.
Shoji Y, Tanii K, Kamiyama M. A study on the duration and amplitude characteristics of earthquake ground motions[J]. Soil Dynamicsand Earthquake Engineering, 2005, 25(7/8/9/10):505-512.
Trifunac M D, Brady A G. A study on the duration of strong earthquake ground motion[J]. Bull Seismol Soc Am, 1975, 65(3):581-626.