西藏定日6.8级地震民居震害原因分析
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中国地震局地球物理研究所

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国家自然科学基金(42494860;52278540);北京市自然科学基金(8242021)


Analysis of the causes of earthquake damage to residential buildings in the Ms 6.8 Dingri earthquake, Xizang
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Institute of Geophysics, China Earthquake Administration

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    摘要:

    2025年1月7日在西藏自治区日喀则市定日县措果乡发生6.8级地震,震源深度10公里。极震区位于高海拔严寒地区、震中烈度达到Ⅸ度。此次地震的震中位于青藏高原拉萨地块内部的申扎-定结裂谷,发震断裂为登么错断裂,断层错动以正断层为主,最大同震位移量近3m。本文基于震前在西藏地震危险区对藏式民居结构的调查结果,梳理了1980-2024年西藏地区影响较大的破坏性地震,总结分析了定日6.8级地震的发震构造特点及当地民居建筑的震害情况。研究结果表明:定日6.8级地震在西藏地区历年地震中是震级较大、烈度较高、人员伤亡较为严重的一次地震;当地民居建筑多为墙抬梁式结构,震害主要表现为自承重墙体分层剥落甚至倒塌、墙体外闪和屋盖过重引起的房屋坍塌,木柱折断或梁柱节点破坏以及非结构构件的坠落等。最后,对此次地震人员伤亡较为严重的原因进行了总结分析。

    Abstract:

    On January 7, 2025, a magnitude 6.8 earthquake occurred in Cuoguo Township, Dingri County, Shigatse City, Xizang Autonomous Region, with a focal depth of 10 km. The meizoseismal area is located in a high-altitude and extremely cold area, with an epicenter intensity of IX. The epicenter of this earthquake is located in the Shenzha-Dingjie Rift Valley within the Lhasa terrane of the Qinghai Xizang Plateau. The seismogenic fault is the Dengmo Fault, which is mainly a normal fault with a maximum coseismic displacement of nearly 3 meters. Based on the survey of residential building styles in the earthquake-prone regions of Xizang prior to the earthquake, this paper provides a summary of significant destructive earthquakes that have occurred in Xizang from 1980 to 2024. The seismogenic structure of the Dingri 6.8 earthquake and the seismic damage to local residential buildings is analyzed. The research results indicate that the Dingri 6.8 earthquake is one of the most powerful, intense, and devastating seismic events in Xizang in recent years, causing significant casualties. Local residential buildings predominantly feature wall-lifted beam structures. The primary earthquake-induced damages include the peeling or complete collapse of self-supporting walls, external wall cracking, and house collapses due to heavy roofing. Additionally, wooden columns were fractured, beam-column connections were damaged, and non-structural components fell. Finally, a comprehensive analysis was conducted to identify the factors contributing to the severe casualties in this earthquake.

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  • 收稿日期:2025-01-13
  • 最后修改日期:2025-01-26
  • 录用日期:2025-01-27
  • 在线发布日期: 2025-01-27