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Strong ground motion characteristics of the MS6.8 Dingri, Xizang earthquake on January 7, 2025
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Jiang WANG1, 2, Jianqi LU1, 2, Dexin LIN1, 2, Liang QIAN1, 2, Jincheng LI1, 2, Zhihao REN1, 2, Qiang MA1, 2
Earthquake Engineering and Engineering Dynamics | 2025, 45(5) : 1 - 8
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Earthquake Engineering and Engineering Dynamics | 2025, 45(5): 1-8
Special Section:Topic on Dingri MS6.8 Earthquake in Xizang on January 7, 2025
Strong ground motion characteristics of the MS6.8 Dingri, Xizang earthquake on January 7, 2025
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Jiang WANG1, 2, Jianqi LU1, 2, Dexin LIN1, 2, Liang QIAN1, 2, Jincheng LI1, 2, Zhihao REN1, 2, Qiang MA1, 2
Affiliations
  • 1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • 2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
Published: 2025-10-22 doi: 10.13197/j.eeed.2025.0501
Outline
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The MS6.8 Dingri earthquake in Xizang on January 7, 2025, caused extensive building collapses and significant casualties. To investigate the causes of seismic damage, this study analyzed the amplitude-frequency characteristics and propagation attenuation characteristics of near-field ground motions using 35 sets of strong motion records obtained from the National Intensity Rapid Reporting and Early Warning Network. Through comparative analysis with the seismic ground motion prediction model (ZYLW22 model) for southwestern China, it was found that the measured values of near-field ground motion parameters (including peak ground acceleration and response spectra) were found to be slightly lower than the model predictions, while far-field observations exhibited higher values than predicted. Spectral analysis revealed a pronounced high-frequency energy dominance in the 1.0~3.0 Hz range within high-intensity zones of the earthquake. The epicentral region of the Dingri earthquake lies in a pastoral-agricultural area, where local buildings predominantly consist of self-built low-rise stone/wood or adobe structures and simple frame residential buildings. The earthquake disaster may be attributed to the poor structural integrity of these buildings, whose natural vibration periods closely match the predominant periods of ground motions, resulting in widespread structural failures. Additionally, the near-fault ground motions of the Dingri earthquake also exhibited source rupture directivity effects.

MS6.8 Dingri earthquake  /  peak ground motion  /  propagation attenuation  /  response spectrum  /  rupture directivity effect
Jiang WANG, Jianqi LU, Dexin LIN, Liang QIAN, Jincheng LI, Zhihao REN, Qiang MA. Strong ground motion characteristics of the MS6.8 Dingri, Xizang earthquake on January 7, 2025[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (5) : 1 -8 . DOI: 10.13197/j.eeed.2025.0501
Year 2025 volume 45 Issue 5
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Article Info
doi: 10.13197/j.eeed.2025.0501
  • Receive Date:2025-03-09
  • Online Date:2026-03-20
  • Published:2025-10-22
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  • Received:2025-03-09
  • Revised:2025-06-15
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Affiliations
    1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
    2.Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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