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基于2018年云南通海5.0级地震的历史震区网络舆情应对初步分析 被引量:4
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作者 徐昕 孔德育 邓月飞 《高原地震》 2018年第3期48-51,共4页
移动互联网加速了舆情传播的复杂化,促使地震网络舆情应对成为地震应急过程中重要的一个环节,亟需采取相应的舆论引导策略。通过分析2018年云南通海2次5. 0级地震网络舆情监测数据,剖析该次舆情事件产生的根本原因,并提出应对策略,为类... 移动互联网加速了舆情传播的复杂化,促使地震网络舆情应对成为地震应急过程中重要的一个环节,亟需采取相应的舆论引导策略。通过分析2018年云南通海2次5. 0级地震网络舆情监测数据,剖析该次舆情事件产生的根本原因,并提出应对策略,为类似地震网络舆情事件应对提供参考依据。 展开更多
关键词 历史震区 网络舆情 应对策略 通海地震
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山西洪洞、临汾历史大震区现今地震的重新定位 被引量:10
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作者 胡新亮 刁桂苓 +6 位作者 高景春 啜永清 段跃荣 张彦清 李雪英 焦成丽 米雪梅 《华北地震科学》 2002年第2期10-15,共6页
利用临汾地区无线传输地震台网资料 ,对 1 30 3年洪洞 (M=8)、1 695年临汾 (M=734)两次特大地震所在区域 1 987年— 1 999年发生的 1 670次中、小地震进行了重新定位。结果表明 ,重新定位后震源深度的测定情况比原有结果有很大改善 ,定... 利用临汾地区无线传输地震台网资料 ,对 1 30 3年洪洞 (M=8)、1 695年临汾 (M=734)两次特大地震所在区域 1 987年— 1 999年发生的 1 670次中、小地震进行了重新定位。结果表明 ,重新定位后震源深度的测定情况比原有结果有很大改善 ,定位精度明显提高。两次历史大震所在区域中现今地震的密集区 ,与两次大震各自的高烈度区长轴方向、形状和大小相吻合 ,反映了历史大震震源断层对现今小震活动的约束作用。小震震源深度的分布情况表明 ,两次历史大震的震源断层可能都比较浅。重新定位结果为利用现今小震的群体特征研究历史大震的震源断层提供了良好的基础资料。 展开更多
关键词 历史震区 现今地震 重新定位
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Historical Earthquakes in the Yellow Sea and Its Adjacent Area
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作者 WuGe WangAndong WuDi 《Earthquake Research in China》 2005年第1期54-63,共10页
As a result of sorting out, estimating and cataloging of historical earthquakes, from the year of 2 A.D. to Aug., 1949, we found that there were 2187 earthquakes with M≥3.0 in the area of the Yellow Sea and its adjac... As a result of sorting out, estimating and cataloging of historical earthquakes, from the year of 2 A.D. to Aug., 1949, we found that there were 2187 earthquakes with M≥3.0 in the area of the Yellow Sea and its adjacent area. Among the earthquakes, the number of earthquakes with M≥5.0 is 209, and at least 43 of the earthquakes caused serious losses, 20 of the earthquakes caused human causalities. It is demonstrated that there were 3 areas of historical earthquake concentration and the earthquake activity was higher in the 16th century and the first half if the 20th century. 展开更多
关键词 Historical earthquake Seismicity pattern Earthquake damage area
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On Employment of FRP Elements in Constructions: The Case of an All GFRP Covering for Historic Structure Stroked by Earthquake
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作者 Salvatore Russo 《Journal of Civil Engineering and Architecture》 2012年第5期606-612,共7页
The paper shows the approach toward the calculation of one of the bigger PFRP (Pultruded Fiber Reinforced Polymer) structure realized in high seismic zone, i.e., a covering structure of an historic church stroked an... The paper shows the approach toward the calculation of one of the bigger PFRP (Pultruded Fiber Reinforced Polymer) structure realized in high seismic zone, i.e., a covering structure of an historic church stroked and partially collapsed by earthquake in L'Aquila (Italy), the 4 April 2009. The goal regards the analysis and evaluation of seismic performance of that structure made by very light and elastic-brittle material, as FRP material, in a moment in which there is a loss of technical recommendation for specific calculation in seismic field, indeed actually some deepening already present in literature allows only static field. The covering structure is an all FRP spatial-reticular with elements made by pultrusion process, connection plates by bag molding process and steel bolts. The PFRP structure covers more than 1000 meters squares surface with 32 meters height and only 100 kN weight. Detail performance of first part of PFRP structure through mode vibrations and involved percentage mass deduced by numerical approach with discussion of employment's perspectives of PFRP material in seismic zones than traditional material are showed. 展开更多
关键词 Pultruded FRP profile seismic performance mode of vibration.
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