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Simulation of ground motion in the Tonghai Basin during the 1970 Tonghai Ms7.7 earthquake
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Xinbo WANG, Qifang LIU
Earthquake Engineering and Engineering Dynamics | 2024, 44(4) : 169 - 179
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Earthquake Engineering and Engineering Dynamics | 2024, 44(4): 169-179
Simulation of ground motion in the Tonghai Basin during the 1970 Tonghai Ms7.7 earthquake
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Xinbo WANG, Qifang LIU
Affiliations
  • Key Laboratory of Structure Engineering of Jiangsu Province, Suzhou University of Science and Technology, Suzhou 215009, China
doi: 10.13197/j.eeed.2024.0416
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The 1970 Tonghai Ms7.7 earthquake is the strongest and the most intensity earthquake in Yunnan Province in the last 100 years. The Tonghai Basin experienced an abnormally high intensity ranging from IX to X degrees, resulting in severe damage. Based on data such as the thickness of the Neogene strata and shallow velocity structure of the basin, this study establishes a three-dimensional model that includes the 1970 Tonghai seismogenic fault and the Tonghai Basin. Multiple source models with asperities at different depths on the fault plane and the three-dimensional spectral element method are used to simulate the seismic ground motion of the Tonghai earthquake. By comparing the simulated distribution of peak ground velocity (PGV) with intensity and analyzing the strong motion distribution, as well as the generation of intensity anomaly zones, the reasons behind them are examined. The study indicates that the hammer-like distribution of the near-fault strong ground motion in Tonghai earthquake may be caused by the rupture directivity effect, and the mountain on the northeast side of the fault surface has a significant amplifying effect on the ground motion. The prominent amplification area in the Tonghai Basin is mainly located in the depressed area corresponding to the intensity anomaly zone of IX degree in the southwest of the basin. The PGV simulated by different source models in this area is significantly higher than that in other areas of the basin. The intensity anomaly zone simulated by the source model with asperities at depths of 10~16 km is significantly larger than that of the observed intensities, while the source models with asperities at depths of 2~8 km are relatively closer. The main cause of the intensity anomaly zone is the superposition of body waves and surface waves within the basin. The different depths of the asperities result in significant differences in the dominant frequency and amplification factor within the basin, with the shallowest asperities model causing amplification at the deepest part of the basin approximately twice of that of the deeper asperities model.

1970 Tonghai earthquake  /  Tonghai Basin  /  three-dimensional spectral element method  /  PGV distribution  /  seismic intensity
Xinbo WANG, Qifang LIU. Simulation of ground motion in the Tonghai Basin during the 1970 Tonghai Ms7.7 earthquake[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (4) : 169 -179 . DOI: 10.13197/j.eeed.2024.0416
Year 2024 volume 44 Issue 4
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doi: 10.13197/j.eeed.2024.0416
  • Receive Date:2022-12-05
  • Online Date:2026-03-30
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  • Received:2022-12-05
  • Revised:2023-05-24
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    Key Laboratory of Structure Engineering of Jiangsu Province, Suzhou University of Science and Technology, Suzhou 215009, 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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