Chen Enmin, Huang Yongyin . 1989: CHARACTERISTICS OF THE SEISMIC DAMAGE AND ANALY-SIS OF THE SEISMIC STRUCTURE OF THE 1605 GREAT EARTHQUAKE OF QIONGZHOU, HAINAN ISLAND. Acta Seismologica Sinica, 11(3): 319-331.
Citation: Chen Enmin, Huang Yongyin . 1989: CHARACTERISTICS OF THE SEISMIC DAMAGE AND ANALY-SIS OF THE SEISMIC STRUCTURE OF THE 1605 GREAT EARTHQUAKE OF QIONGZHOU, HAINAN ISLAND. Acta Seismologica Sinica, 11(3): 319-331.

CHARACTERISTICS OF THE SEISMIC DAMAGE AND ANALY-SIS OF THE SEISMIC STRUCTURE OF THE 1605 GREAT EARTHQUAKE OF QIONGZHOU, HAINAN ISLAND

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  • Published Date: September 01, 2011
  • The 1605 Qiogzhou great earthquake is considered to be the only great one that occurred in the Hainan Island. It might have particularly far-reaching implication to further study this great earthquake and would be good for the analysis of the seismic risk in this area as well as to give a better elucidation of the seismic characteristics and structures in the northern margion tract of the South China Sea.Field investigations were carried out in detail by the authors. A lot of genealogies,inscribed steles and local county records which suggest the condition of the earthquake and the damage wrought and the large-scale land subsiding into the sea caused by the earthquake were found. This study enables us to identify the intensity in the epicentral area which could reach up to XI degrees,the magnitude could be 7.5-8 and the location of epicenter of the 1605 Qiong-zhou great earthquake might be near Tashi of Qiongshan county (20N,110. 5E).Study of the geotectonics and the geophysical field in the focal area indicates the seismic faults could be the Guangcun-Puqian Fault striking ENE and the Tashi-Yanfeng Fault striking NNW (the former served as the main axis). This earthquake is regarded as the result of the joint action of both the horizontal and vertical structural stresses (the main compressive stress axis WNW 300); but the vertical atress played the main role in the process of the earthquake and the subidence of the land.It has also been shown by the processing and calculation results of gravity and magnetic anomaly data that the 1605 Qiongzhou great earthquake is considered to be the composite result of the difference in material density at different structural blocks,the difference of gravity fields,the different movements in the upper mantle,magma materials and thermodynamics,caused by the gravity isostatic compensation and adjustment processes in certain tectonic setting of the deep geological field,not the result of the crustal fault activeties only.
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    [1] 李善邦,1954.地震烈度表的运用问题.地球物理学报,3,1,35——54,

    [2] 李善邦主编,1960.中国地震目录.科学出版社.

    [3] 国家地震局工程力学研究所,1980.中国地震烈度表(1980)说明书.

    [4] 潘廷侯(清),康熙二十六年(1687),《琼山县志》,刻本.地理志卷2,2D;建置志卷4,7——2七学校志卷6,1——5;灾祥志卷12,4.

    [5] 王赞(清),康熙四十七年(1708).《琼山县志》,刻本.建置志卷2,7——33;建置志卷4,3;杂志9,4;疆域志卷1,26.

    [6] 焦映汉(清),康熙四十五年(1706),《琼州府志》,刻本,卷2,卷4.

    [7] 冯日炳(清),康熙五十七年(1718).《文昌县志》,刻本,卷2,8——13;卷4,3;灾祥卷9,3;艺文卷,10,28——33.

    [8] 张释(清),咸丰八年(1858).文昌县志,刻本.卷3,8;卷16,12.

    [9] 丁斗柄(清),康熙十一年(1672).《澄迈县志》,刻本.纪灾卷3,68——69:公署卷1,39——40;亭塔卷1,52,

    [10] 牛天宿(清),康熙五年(1666),《琼郡志》,刻本.建置城池卷2,6;建置公署卷2,16——20;建置楼阁卷2,39建置寺观卷2,44;建置坛庙卷2,48——50;建置桥梁卷2,70.

    [11] 樊庶(清),康熙四十六年(1707).《临高县志》,刻本.卷2,3——11;卷4,1——4.

    [12] 聂缉庆(清),光绪十八年(1892),《临高县志》,刻本.卷3,3——17;卷7,8.

    [13] 石崇先(清),乾隆二十一年((1756),《陆川县志》,刻本.卷2.

    [14] (明万历)《神宗实录》.台湾校勘本,卷409,13.

    [15] 谢君惠(明),崇祯四年(1631),《梧州府志》,刻本.卷4, 5.

    [16] 金洪(清),雍正十一年(1733),《广西通志》刻本,卷37,

    [17] 宁林(清),康熙二十五年((1686), +新宁县志》,刻本.卷2.

    [18] 刘正荣,1961.用宏观方法测定震源深度的量板.地球物理学报,10,2,113 ——119,

    [19] 陈恩民、黄称茵,1984,华南十九次强震暨南海北部陆缘地震带概述.华南地震,4, 1,11——32,

    [20] 陈国达主编X1981.中国大地构造图(1/400万).地图出版社

    [21] 陈国达主编X1977.中国大地构造概要.地震出版社.

    [22] Chen Guoda et al., 1981. On the tectonics of China a pfesentation of the tectonic map of China(1:4,000,000).Global Tectonics and Metallogeny, 1,3,276——285,Washingto n, D. C,U. S. A.

    [23] 时振梁,1973.我国强震活动与板块构造.地质科学,4: 281——293,

    [24] 邓起东、张裕明、许桂林、范福田,1979.中国构造应力场特征及其与板块运动关系.地震地质,1,1,11——21.

    [25] 刘百境,1979.中国大陆地震的应力调整场动态模型.地震地质,1,3, 24——39.
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