中国宜宾、日本山形、美国加州Ridgecrest地震破坏力分析与对比

许镇, 赵鹏举, 郑哲, 程庆乐, 陆新征

许镇, 赵鹏举, 郑哲, 程庆乐, 陆新征. 中国宜宾、日本山形、美国加州Ridgecrest地震破坏力分析与对比[J]. 工程力学, 2019, 36(11): 195-202. DOI: 10.6052/j.issn.1000-4750.2019.07.0408
引用本文: 许镇, 赵鹏举, 郑哲, 程庆乐, 陆新征. 中国宜宾、日本山形、美国加州Ridgecrest地震破坏力分析与对比[J]. 工程力学, 2019, 36(11): 195-202. DOI: 10.6052/j.issn.1000-4750.2019.07.0408
XU Zhen, ZHAO Peng-ju, ZHENG Zhe, CHENG Qing-le, LU Xin-zheng. ANALYSIS AND COMPARISON OF SEISMIC DAMAGE IN CHINA YIBIN, JAPAN YAMAGATA AND U.S. CALIFORNIA RIDGECREST EARTHQUAKES[J]. Engineering Mechanics, 2019, 36(11): 195-202. DOI: 10.6052/j.issn.1000-4750.2019.07.0408
Citation: XU Zhen, ZHAO Peng-ju, ZHENG Zhe, CHENG Qing-le, LU Xin-zheng. ANALYSIS AND COMPARISON OF SEISMIC DAMAGE IN CHINA YIBIN, JAPAN YAMAGATA AND U.S. CALIFORNIA RIDGECREST EARTHQUAKES[J]. Engineering Mechanics, 2019, 36(11): 195-202. DOI: 10.6052/j.issn.1000-4750.2019.07.0408

中国宜宾、日本山形、美国加州Ridgecrest地震破坏力分析与对比

基金项目: 国家重点研发计划课题项目(2017YFC0702902);国家自然科学基金项目(U1709212)
详细信息
    作者简介:

    许镇(1986-),男,北京人,副教授,工学博士,主要从事城市数字综合防灾研究(E-mail:xuzhen@ustb.edu.cn);赵鹏举(1997-),男,河南人,博士生,主要从事工程抗震研究(E-mail:zhaopj19@mails.tsinghua.edu.cn);郑哲(1997-),男,四川人,博士生,主要从事工程抗震研究(E-mail:zhengz19@mails.tsinghua.edu.cn);程庆乐(1994-),男,安徽人,博士生,主要从事工程抗震研究(E-mail:chengql16@mails.tsinghua.edu.cn).

    通讯作者:

    陆新征(1978-),男,安徽人,教授,博士,博导,主要从事数值模拟与防灾减灾研究(E-mail:luxz@tsinghua.edu.cn).

  • 中图分类号: TU312.3;P315.9

ANALYSIS AND COMPARISON OF SEISMIC DAMAGE IN CHINA YIBIN, JAPAN YAMAGATA AND U.S. CALIFORNIA RIDGECREST EARTHQUAKES

  • 摘要: 该文对近期发生的我国宜宾长宁6.0级地震、日本山形6.7级地震、美国加州7.1级地震进行了破坏力分析和对比,包括典型强震记录的峰值和反应谱对比;典型地震动对典型单体结构与区域的破坏力对比;真实地震灾情的对比。主要对比结果包括:对于自振周期较短的砌体结构,宜宾地震破坏力最强;对于自振周期较大的多层框架结构,加州地震破坏力最强加州地震与山形地震的区域震害均轻于宜宾地震。上述结果表明地震震级、地面运动加速度、建筑物震损情况关系复杂,仅通过震级或最大地震动峰值加速度来判断地震破坏力是不合适的,应结合国家台网建设,发展城市抗震弹塑性分析。
    Abstract: The seismic damages of the M6.0 China Yibin earthquake, M6.7 Japan Yamagata earthquake and M7.1 U.S. California Ridgecrest earthquake are analyzed and compared in this study, which includes the comparison of the peak ground accelerations (PGAs) and response spectra based on the typical records of strong ground motions, the comparison of the seismic damage of typical individual structures and target regions, and the comparison of the actual seismic damage. The results show that the Yibin earthquake has the most destructive capability for masonry structures with short natural vibration periods, whereas the California earthquake has the most destructive capability for frame structures with long natural vibration periods. The regional seismic damages of the California earthquake and Yamagata earthquake are less than those of the Yibin earthquake. The above results indicate that the relationships among earthquake magnitudes, PGAs and damage states of buildings are complicated. Therefore, it is not appropriate to evaluate seismic damage only by the earthquake magnitudes or PGAs. City-scale nonlinear time-history analysis should be developed with the construction of the national seismic network.
  • [1] 中国日报网. 四川宜宾市长宁县发生6.0级地震[EB/OL].[2019-06-18] http://cn.chinadaily.com.cn/a/201906/18/WS5d07e906a3108375f8f2b05c.html. China Daily. An earthquake of magnitude 6.0 occurred in Changning County, Yibin City, Sichuan Province[EB/OL].[2019-06-18] http://cn.chinadaily.com.cn/a/201906/18/WS5d07e906a3108375f8f2b05c.html. (in Chinese)
    [2] 東北地方-気象庁. 2019年6月18日山形県沖の地震[EB/OL].[2019-07-08] https://www.jma.go.jp/jma/press/1907/08a/1906tohoku.pdf. Northeast region-meteorological agency. June 18, 2019 yamagata prefecture offshore earthquake[EB/OL].[2019-07-08] https://www.jma.go.jp/jma/press/1907/08a/1906tohoku.pdf. (in Japanese)
    [3] USGS. USGS Earthquake Hazards Program website[EB/OL].[2019-07-08] https://earthquake.usgs.gov/.
    [4] 陆新征, 林旭川, 田源, 等. 汶川、芦山、鲁甸地震极震区地面运动破坏力对比及其思考[J]. 工程力学, 2014, 31(10):1-7. Lu Xinzheng, Lin Xuchuan, Tian Yuan, et al. Comparison and discussion on destructive power of the ground motions recorded in the hardest-hit regions of Wenchuan, Lushan and Ludian earthquakes[J]. Engineering Mechanics, 2014, 31(10):1-7. (in Chinese)
    [5] 解琳琳, 黄羽立, 陆新征, 等. 基于OpenSees的RC框架-核心筒超高层建筑抗震弹塑性分析[J]. 工程力学, 2014, 31(1):64-71. Xie Linlin, Huang Yuli, Lu Xinzheng, et al. Elasto-plastic analysis for super tall RC frame-core tube structures based on OpenSees[J]. Engineering Mechanics, 2014, 31(1):64-71. (in Chinese)
    [6] 范萍萍, 陆新征, 叶列平. 不同抗震等级RC框架结构抗地震倒塌能力的研究[J]. 工程力学, 2018, 35(6):33-41. Fan Pingping, Lu Xinzheng, Ye Lieping. Study on the collapse-resistant capacity of RC frames with different aseismic grades[J]. Engineering Mechanics, 2018, 35(6):33-41. (in Chinese)
    [7] 纪晓东, 马琦峰, 赵作周,等. 北京市既有农村住宅砖木结构加固前后振动台试验研究[J]. 建筑结构学报, 2012, 33(11):53-61. Ji Xiaodong, Ma Qifeng, Zhao Zuozhou, et al. Shaking table test of unretrofitted and retrofitted brick-wood structures representative of existing rural buildings in Beijing[J]. Journal of Building Structures, 2012, 33(11):53-61. (in Chinese)
    [8] Lu X Z, Tian Y, Guan H, et al. Parametric sensitivity study on regional seismic damage prediction of reinforced masonry buildings based on time-history analysis[J]. Bulletin of Earthquake Engineering, 2017,15(11):4791-4820.
    [9] Xiong C, Lu X Z, Lin X, et al. Parameter determination and damage assessment for THA-based regional seismic damage prediction of multi-story buildings[J]. Journal of Earthquake Engineering, 2017, 21(3):461-485.
    [10] 熊琛, 许镇, 曾翔, 等. 适用于区域震害模拟的混凝土高层结构损伤预测方法[J]. 自然灾害学报, 2016, 25(6):69-78. Xiong Chen, Xu Zhen, Zeng Xiang, et al. Damage prediction method suitable for regional seismic damage simulation of concrete highrise building structures[J]. Journal of Natural Disasters, 2016, 25(6):69-78. (in Chinese)
    [11] 朱伯龙, 蒋志贤, 吴明舜. 上海五层砌块试验楼抗震能力分析[J]. 同济大学学报, 1981(4):7-14. Zhu Bolong, Jiang Zhixian, Wu Mingshun. Seismic analysis of a fivestory concrete block masonry building[J]. Journal of Tongji University, 1981(4):7-14. (in Chinese)
    [12] Lu X Z, Guan H. Nonlinear MDOF models for earthquake disaster simulation of urban buildings[M]//Earthquake Disaster Simulation of Civil Infrastructures. Singapore:Springer, 2017:257-301.
    [13] 陆新征, 程庆乐, 孙楚津, 等. 基于动力弹塑性时程分析和实测地面运动的地震破坏力速报系统[J]. 自然灾害学报, 2019, 28(3):34-43. Lu Xinzheng, Cheng Qingle, Sun Chujin, et al. A rapid reporting system of earthquake destructive power based on the nonlinear time-history analysis and actual ground motion records[J]. Journal of Natural Disasters, 2019, 28(3):34-43. (in Chinese)
    [14] 国务院人口普查办公室, 国家统计局人口司. 中国2010年人口普查资料[M]. 北京:中国统计出版社, 2012. Population Census Office under the State Council, Department of Population and Employment Statistics of National Bureau of Statistics. Tabulation on the 2010 Population Census of the People's Republic of China[M]. Beijing:China Statistics Press, 2012. (in Chinese)
    [15] 孙楚津, 程庆乐, 曾翔, 等. 不同地震下的校园建筑震害与经济损失对比[J]. 工程力学, 2019, 36(增刊1):111-117, 130. Sun Chujin, Cheng Qingle, Zeng Xiang, et.al. Comparison of seismic damage and economic loss of campus buildings under different earthquakes[J]. Engineering Mechanics, 2019, 36(Suppl1):111-117, 130. (in Chinese)
    [16] Xiong C, Lu X Z, Guan H, et al. A nonlinear computational model for regional seismic simulation of tall buildings[J]. Bulletin of Earthquake Engineering, 2016, 14(4):1047-1069.
    [17] 程庆乐, 曾翔, 熊琛, 等. 区域建筑震害模拟方法分析对比[J]. 工程力学, 2017, 34(增刊1):105-110, 128. Cheng Qingle, Zeng Xiang, Xiong Chen, et al. Comparison of seismic damage simulation methods for different regional buildings[J]. Engineering Mechanics, 2017, 34(Suppl1):105-110, 128. (in Chinese)
    [18] 陆新征. 工程地震灾变模拟:从高层建筑到城市区域[M]. 北京:科学出版社, 2015. Lu Xinzheng. Earthquake disaster simulation of civil infrastructures:from tall buildings to urban areas[M]. Beijing:Science Press, 2015. (in Chinese)
    [19] Japanese Government Statistics e-Stat[EB10L]. https://www.e-stat.go.jp, 2019.
    [20] Latcharote P, Terada K, Hori M, et al. A prototype seismic loss assessment tool using integrated earthquake simulation[J]. International Journal of Disaster Risk Reduction, 2018, 31:1354-1365.
    [21] Lu X Z. Real-time earthquake damage assessment using city-scale time history analysis (RED-ACT)[EB/OL]. http://www.luxinzheng.net/rr.htm, 2019.
    [22] Lu X Z, Cheng Q, Xu Z, et al. Real-time city-scale time-history analysis and its application in resilience-oriented earthquake emergency responses[J]. Applied Sciences, 2019, 9:3497.
    [23] 人民网. 四川宜宾地震已致13死226伤搜救工作仍在进行[EB10L].[2019-06-21] http://leaders.people.com.cn/n1/2019/0621/c58278-31172494.html. People's Daily Online. The earthquake in Yibin, Sichuan has caused 13 deaths and 226 injuries. Search and rescue work is still in progress[EB10L].[2019-06-21] http://leaders.people.com.cn/n1/2019/0621/c58278-31172494.html. (in Chinese)
    [24] Structural Extreme Events Reconnaissance Network. M6.4 and M7.1 Ridgecrest, CA Earthquakes-Preliminary virtual reconnaissance report (PVRR)[EB/OL].[2019-07-08] https://aub.ie/steer_eq_prj2444.
    [25] Paloma Esquivel. Earthquakes leaves dozens of homes unfit for living in Trona[EB/OL].[2019-07-13] https://www.latimes.com/local/lanow/la-metrona-earthquake-damage-20190713-story.html.
    [26] San Bernardino County Fire. Trona Earthquake Recovery[EB/OL].[2019-07-18] http://wp.sbcounty.gov/cao/countywire/?p=4422.
    [27] GB 50011-2010, 建筑抗震设计规范[S]. 北京:中国建筑工业出版社, 2016. GB 50011-2010, Code for seismic design of buildings[S]. Beijing:China Architecture & Building Press, 2016. (in Chinese)
    [28] 日本「建築基準法施行令」[S]. 東京:日本建築セン ター, 2002. Enforcement order of building standards law in Japan[S]. Tokyo:Japan Architectural Institute, 2002. (in Japanese)
    [29] 张桂铭, 刘文锋. 中、美、欧、日抗震规范对比[J]. 建筑结构, 2014, 44(19):61-66. Zhang Guiming, Liu Wenfeng. Comparison of Chinese, American, European and Japanese seismic codes[J]. Building Structure, 2014, 44(19):61-66. (in Chinese)
    [30] ASCE 7-10, Minimum design loads for buildings and other structures[R]. Reston, Virginia:American Society of Civil Engineers, 2010.
    [31] Structural Engineers Association of California. Seismic design map tool[EB/OL]. https://www.seaoc.org/page/seismicdesignmaptool, 2019.
    [32] 李慧. 中、美、欧、日建筑抗震规范地震作用对比研究[D]. 哈尔滨:哈尔滨工业大学, 2011. Li Hui. The seismic action comparison between Chinese, American, European and Japanese seismic design codes for buildings[D]. Harbin:Harbin Institute of Technology, 2011. (in Chinese)
  • 期刊类型引用(9)

    1. 姚鑫鑫,任叶飞,岸田忠大,温瑞智,王宏伟,冀昆. 满足数据同一性的强震动记录去噪滤波后处理输出方法. 工程力学. 2025(01): 152-163 . 本站查看
    2. 程庆乐,任昊天,田源,陆新征,李爱群. 考虑时域和频域特征的图片时序数据解析方法——以地震动数据为例. 防灾减灾工程学报. 2025(01): 110-118 . 百度学术
    3. 程庆乐,郭思怡,孙楚津,党纪,陆新征. 2022年日本福岛7.4级地震震害分析与对比. 世界地震工程. 2023(01): 1-8 . 百度学术
    4. 谢强,陈云龙,毛宝俊,李晓璇. ±800 kV换流变压器阀侧套管表带触指型电连接结构地震响应分析. 高电压技术. 2023(12): 4948-4959 . 百度学术
    5. 张梓荣,王宏伟,陈学良,范志凯. 强震下钢筋混凝土框架和砖混结构的动力响应分析——以云南漾濞6.4级地震为例. 地球与行星物理论评. 2022(01): 92-100 . 百度学术
    6. 程庆乐,熊琛,田源,许镇,廖文杰,陆新征. 中国地震学会团体标准:T/SSC 1—2021《基于强震动记录的地震破坏力评估》简介. 地震科学进展. 2022(03): 120-125 . 百度学术
    7. 杜岩,白云飞,张晓勇,谢谟文,马国星. 基于多种风险因素的矸石山边坡风险评价. 工程力学. 2022(10): 249-256 . 本站查看
    8. 费一凡,陈星雨,程庆乐,党纪,苏迪,陆新征. 日本福岛7.3级地震区域震害分析与对比. 世界地震工程. 2021(02): 31-37 . 百度学术
    9. 程庆乐,郑哲,赵鹏举,费一凡,陈星雨,陆新征. 河北唐山4.5级地震震中附近地面运动破坏力分析. 华北地震科学. 2020(02): 78-84 . 百度学术

    其他类型引用(4)

计量
  • 文章访问数:  636
  • HTML全文浏览量:  60
  • PDF下载量:  123
  • 被引次数: 13
出版历程
  • 收稿日期:  2019-07-24
  • 修回日期:  2019-08-25
  • 刊出日期:  2019-11-24

目录

    /

    返回文章
    返回