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青岛地区地震灾害和危险性研究
Study on Seismic Hazard and Risk in Qingdao Area

DOI: 10.12677/AG.2022.1210128, PP. 1326-1335

Keywords: 青岛,地震灾害,危险性评估
Qingdao
, Seismic Hazard, Risk Assessment

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Abstract:

地震作为一种突发性的自然灾害,严重危及人类的生命财产安全。本文结合概率地震危险性分析与确定性灾害分析两种方法,采用了Composite Source Model模型,从未来地震发生概率、所受影响范围及地震影响程度上评估青岛地区未来地震灾害。研究表明,按照目前的地震活动趋势,青岛地区未来100年发生6.0级地震超越概率为7%,青岛市区、即墨东部均在0.20 g等震线以内。沧口断裂、马山–王哥庄断裂附近的重点建筑应考虑≥0.20 g峰值加速度对工程的影响,在这两条断裂附近的重要建筑应考虑0.20 g作为建筑基本地震工程设防参数。
As a kind of sudden natural disaster, earthquake seriously endangers the safety of human life and property. In this paper, the research adopts the Composite Source Model based on the combination of probabilistic seismic hazard analysis and deterministic hazard analysis. The future earthquake disaster in Qingdao area is evaluated from the probability of the future earthquake, the extent of the affected area and the impact of the earthquake in this paper. The study shows that the occurrence of Ms 6.0 earthquake exceedance probability is 7 percent in the next 100 years in Qingdao area in accordance with the current trend of seismic activity. Qingdao city, east of Jimo city are all within 0.20 g isoseismal. The important constructions near the Cankou fault and Mashan-Wanggezhuang fault should consider the influence of ≥0.20 g peak acceleration. The 0.20 g peak acceleration should be considered as a basic building seismic fortification parameter in the vicinity of the two faults.

References

[1]  刘亢, 玄月, 张媛, 李津津, 张学文, 马春勤. 基于大样本量的地震死亡率与建筑物倒塌率关系研究[J]. 防灾科技学院学报, 2013, 15(4): 19-23.
[2]  陈立春, 梁辉, 冉勇康, 陈玉香. 哈尔滨市主要断裂未来地震危险性评价[J]. 地震地质, 2006, 28(4): 675-689.
[3]  周庆, 冉洪流, 吴业彪, 陈连旺, 李红. 广州市主要断层的危险性评价[J]. 震灾防御技术, 2009, 4(1): 58-68.
[4]  朱金芳, 黄宗林, 徐锡伟, 等. 福州市活断层探测与地震危险性评价[J]. 中国地震, 2005, 21(1): 1-16.
[5]  McGuire, R.K. (2004) Seismic Hazard and Risk Analysis. Earthquake Engineering Research Institute, Berkeley, 240 p.
[6]  Cornell, C.A. (1968) Engineering Seismic Risk Analysis. Bulletin of the Seismological Society of America, 58, 1583-1606.
https://doi.org/10.1785/BSSA0580051583
[7]  Krinitzsky, E.L. (1995) Deterministic versus Probabilistic Hazard Analysis for Critical Structures. Engineering Geology, 40, 1-7.
https://doi.org/10.1016/0013-7952(95)00031-3
[8]  Krinitzsky, E.L. (2002) How to Obtain Earthquake Ground Motions for Engineering Design. Engineering Geology, 65, 1-16.
https://doi.org/10.1016/S0013-7952(01)00098-9
[9]  郭玉贵, 邓志辉, 等. 青岛沧口断裂的地质构造特征与第四纪活动性研究[J]. 震灾防御技术, 2007, 2(2): 101-115.
[10]  国家地震局震害防御司, 编. 中国历史强震目录(公元前23世纪-公元1911年) [M]. 北京: 地震出版社, 1995.
[11]  高维明, 郑郎荪, 李家灵, 林趾祥. 1668年郯城8. 5级地震的发震构造[J]. 中国地震, 1988, 4(3): 15-21.
[12]  山长仑, 孙庆文, 李镇军. 2003年6月青岛震群地震震源机制与震源区应力场特征[J]. 地震地磁观测与研究, 2006, 27(5): 12-16.
[13]  潘元生, 颜景连, 史雯, 卢桦楠, 万连初, 邓向明. 2003年6月5日青岛崂山4.1级震群概述[J]. 国际地震动态, 2003(11): 19-26.
[14]  潘元生, 侯海峰, 万连初, 邓向明, 史雯, 周焕鹏. 2003年6月青岛崂山4级震群序列初步分析[J]. 内陆地震, 2004, 18(1): 77-83.
[15]  Frankel, A. (1995) Simulating Strong Motions of Large Earthquakes Using Recordings of Small Earthquakes: The Loma Prieta Mainshock as a Test Case. Bulletin of the Seismological Society of America, 85, 1144-1160.
https://doi.org/10.1785/BSSA0850041144
[16]  胡聿贤. 《中国地震动参数区划图》宣贯教材[M]. 北京: 中国标准出版社, 2001.
[17]  王红霞, 郭玉贵. 青岛马山-王哥庄断裂带构造活动性分析[J]. 地球物理学进展, 2005, 20(3): 630-634.
[18]  朱红彬, 李红, 邢成起, 韩孔艳. 华北地区第三、四活动期平静幕后期中强地震活动与未来强震[J]. 地震, 2010, 30(4): 114-123.
[19]  朱红彬, 邢成起, 李红, 杨明波, 韩孔艳. 基于应变释放阶段的华北第三、四活动期地震幕划分[J]. 地球物理学进展, 2010, 25(5): 1560-1567.
[20]  易桂喜, 闻学泽. 多地震活动性参数在断裂带现今活动习性与地震危险性评价中的应用与问题[J]. 地震地质, 2007, 29(2): 254-271.
[21]  中国地震局监测预报司. 汶川8.0级地震科学研究报告[R]. 北京: 地震出版社, 2009.
[22]  韩渭滨, 蒋国芳. 大凉山断裂带与安宁河-则木河断裂带的地震活动性分析[J]. 地震研究, 2005, 28(3): 207-212.
[23]  吴忠良. 关于b值应用于地震趋势预测的讨论[J]. 地震学报, 2001, 23(5): 548-551.
[24]  中国地震局地质研究所. 青岛市活断层探测与地震危险性评价项目[R]. 北京: 中国地震局地质研究所, 2008.
[25]  Wallace, R.E. (1970) Earthquake Recurrence Intervals on the San Andreas Fault. GSA Bulletin, 81, 2875-2890.
https://doi.org/10.1130/0016-7606(1970)81[2875:ERIOTS]2.0.CO;2
[26]  Frankel, A., Mueller, C. and Barnhard, T. (1996) National Seismic Hazard Maps: Documentation June 1996. Open-File Report, No. 96-532, U.S. Geological Survey, Reston, 110 p.
https://doi.org/10.3133/ofr96532
[27]  Petersen, M.D., Frankel, A.D. and Harmsen, S.C. (2008) Documentation for the 2008 Update of the United States National Seismic Hazard Maps. Open File Report, No. 08-1128, U.S. Geological Survey, Reston, 60 p.
https://doi.org/10.3133/ofr20081128
[28]  刘静伟, 王振明, 谢富仁. 京津唐地区地震灾害和危险性评估[J]. 地球物理学报, 2010, 53(2): 318-325.
[29]  Ding, Z.F., Romanelli, F. and Chen, Y.T. (2004) Realistic Modeling of Seismic Wave Ground Motion in Beijing City. Pure and Applied Geophysics, 161, 1093-1106.
https://doi.org/10.1007/s00024-003-2498-6
[30]  潘波, 许建东, 关口春子, 何宏林. 北京地区近断层强地震动模拟[J]. 地震地质, 2006, 28(4): 623-634.
[31]  Zeng, Y., Anderson, J.G. and Yu, G. (1994) A Composite Model for Computing Realistic Synthetic Strong Ground Motions. Geophysical Research Letters, 21, 725-728.
https://doi.org/10.1029/94GL00367
[32]  杨歧焱, 杨家亮, 王振明, 盛艳蕊, 范强. 河北廊坊地区的设定地震灾害评估[J]. 震灾防御技术, 2012, 7(3): 285-293.

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