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ISSN 2096-7780 CN 10-1665/P

2026年哥伦比亚7.4级中深源地震灾情特征与成灾机理、应急处置分析

Analysis of disaster characteristics, disaster formation mechanisms, and emergency response to the 2026 M7.4 intermediate depth earthquake in Colombia

  • 摘要: 2026年8月10日哥伦比亚西部发生MW7.4中深源强震,震源深度约96~107 km,属于纳斯卡板块向南美板块俯冲作用下的俯冲板内破裂型地震。该次地震表现出震中山区灾情较轻、远场河谷城市群破坏严重的反向灾情分布特征,造成241人遇难、3771人受伤,大量无抗震构造措施的老旧砌体建筑发生渐进式倒塌,生命线工程、历史文化遗产均遭受不同程度损毁。本文结合震源破裂特征、地震动模拟结果,从震源大尺度均匀震动输出、地震波近垂直入射放大水平作用、破裂-场地耦合形成30 s级超长强震动持时和脆性砌体结构循环加载累积损伤4个方面剖析本次中深源地震特殊成灾机理。研究表明,中深源地震致灾风险的关键不在于瞬时峰值加速度,而在于长持时循环荷载带来的结构损伤累积。哥伦比亚国家层面启动最高等级应急响应,开展搜救安置、生命线抢修、次生灾害防控并接受国际人道主义援助,形成了国内主导、国际协同的应急处置模式。该案例可为全球俯冲带河谷城镇针对中深源地震的抗震设防、老旧建筑加固与灾害风险治理提供参考。

     

    Abstract: On August 10, 2026, an MW7.4 intermediate-depth earthquake struck western Colombia, with a hypocentral depth ranging from approximately 96 to 107 km. This was an intraslab earthquake induced by the ongoing subduction of the Nazca Plate under the South American Plate. This earthquake exhibited an inverse spatial disaster distribution pattern: moderate damage in the mountainous epicentral region versus severe destruction in the far-field river valley urban agglomerations. This seismic event resulted in 241 fatalities and 3771 reported injuries. Numerous older masonry buildings lacking seismic detailing experienced progressive collapse, whereas lifeline infrastructure and historical and cultural heritage sites sustained varying degrees of damage. Based on source rupture characteristics and ground motion simulation results, this study analyzes the distinctive damage-generation mechanism of this intermediate-depth earthquake from four perspectives: large-scale uniform ground motion output from the seismic source, amplified horizontal effects caused by near-vertical incidence of seismic waves, approximately 30 s of strong ground motion induced by the coupling of rupture processes and site conditions, and cumulative damage of brittle masonry structures under cyclic loading. The study indicates that the seismic risk of intermediate-depth earthquakes depends not only on instantaneous peak ground acceleration but also on structural damage accumulation induced by long-duration cyclic loads. The Colombian government activated the highest level of national emergency response, conducted search and rescue operations and resettlement, repaired lifeline systems, mitigated secondary hazards, and accepted international humanitarian assistance, forming a domestically led and internationally coordinated emergency response model. This case study provides a reference for seismic design, seismic retrofitting of old buildings, and disaster risk management for river valley communities facing intermediate-depth earthquakes in global subduction zones.

     

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