2022年中国泸定6.8级地震中建筑物地震破坏的快速报告

Zhe Qu , Baijie Zhu , Yuteng Cao , Haoran Fu
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引用次数: 20

摘要

该报告总结了在中国四川省泸定6.8级地震震中附近观察到的各种建筑物的损坏情况。它们包括基础隔震建筑、多层钢筋混凝土框架建筑和砖石建筑。已知近场区域构造高度活跃,在中国地震动参数区划中,局部烈度水平最高,即设计基准地震的峰值地加速度(PGA)为0.4g。损坏程度从造成人员死亡的薄弱层坍塌到暂停使用的大面积非结构损坏不等。该报告强调了对中国隔震建筑隔震层中橡胶支座和粘性阻尼器破坏的首次观察。在抗震设计要求如此高的地区,抗弯框架中钢筋混凝土柱的脆性剪切破坏也是罕见的。通过提供实地观察到的事实,提出了可能归因于所报告的损害的可能原因。然而,在做出任何结论性判断之前,需要进行仔细的法医学分析。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Rapid report of seismic damage to buildings in the 2022 M 6.8 Luding earthquake, China

The report summarizes the observed damage to a variety of buildings near the epicenter of the M6.8 Luding earthquake in Sichuan Province, China. They include base-isolated buildings, multi-story reinforced concrete (RC) frame buildings, and masonry buildings. The near-field region is known to be tectonically highly active, and the local intensity level is the highest, that is, 0.4g peak ground acceleration (PGA) for the design basis earthquake, in the Chinese zonation of seismic ground motion parameters. The extent of damage ranged from the weak-story collapse that claimed lives to the extensive nonstructural damage that suspended occupancy. The report highlights the first observation of the destruction of rubber bearings and viscous dampers in the isolation layer of Chinese seismically isolated buildings. It also features the rare observation of the brittle shear failure of RC columns in moment-resisting frames in a region of such a high seismic design requirement. Possible reasons that may have attributed to the reported damage are suggested by providing facts observed in the field. However, careful forensic analyses are needed before any conclusive judgment can be made.

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