Study on Long-Period Ground Motion Amplification Effect of Buried Paleogene Basin Structures in North China

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Publicat a:Indian Geotechnical Journal vol. 55, no. 1 (Feb 2025), p. 107
Autor principal: Gao, Wuping
Altres autors: Yu, Yanxiang, Zheng, Jinbao
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Springer Nature B.V.
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Accés en línia:Citation/Abstract
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100 1 |a Gao, Wuping  |u Institute of Geophysics, China Earthquake Administration, Beijing, China (GRID:grid.450296.c) (ISNI:0000 0000 9558 2971); Tianjin Earthquake Agency, Tianjin, China (GRID:grid.450296.c) 
245 1 |a Study on Long-Period Ground Motion Amplification Effect of Buried Paleogene Basin Structures in North China 
260 |b Springer Nature B.V.  |c Feb 2025 
513 |a Journal Article 
520 3 |a A significant number of geological profiles showed thick Quaternary and Neoproterozoic systems in the North China Plain. They also reveal basin structures from the Paleoproterozoic era. These structures extend over 100 km in length and span several kilometers in depth. In this paper, we establish a "two concave and one convex" basin tectonic model based on the latest data from urban active fault detection and basin tectonic patterns identified in North China. Using the finite difference method, we simulate and analyze the effects of their long-period ground shaking. The "vertical model" and "parallel model" display stronger amplification of long-period ground shaking than the regular model unaffected by submerged basin tectonics. The amplification varies across space and different time periods in both models. These suggest that the angle between the tectonic axis of the subduction basin and the rupture direction of the earthquake source may be a key factor in evaluating long-period ground shaking amplification in subduction basin structures. The analysis of spectral ratios indicates that subduction basin tectonics can amplify the peak ground shaking up to three times. The amplification could last for certain periods within a specific epicentral distance range. Such an amplification effect is significant for seismic hazard risk assessment and cannot be overlooked. This study provides a reference for future urban seismic hazard risk analysis in North China. 
651 4 |a Beijing China 
651 4 |a Mexico 
651 4 |a China 
653 |a Earthquakes 
653 |a Paleogene 
653 |a Tectonics 
653 |a Plate tectonics 
653 |a Finite difference method 
653 |a Fault lines 
653 |a Seismic hazard 
653 |a Basins 
653 |a Geological hazards 
653 |a Subduction 
653 |a Buried structures 
653 |a Risk assessment 
653 |a Quaternary 
653 |a Ground motion 
653 |a Fault detection 
653 |a Risk analysis 
653 |a Propagation 
653 |a Simulation 
653 |a Velocity 
653 |a Shaking 
653 |a Structures 
653 |a Subduction (geology) 
653 |a Environmental 
700 1 |a Yu, Yanxiang  |u Institute of Geophysics, China Earthquake Administration, Beijing, China (GRID:grid.450296.c) (ISNI:0000 0000 9558 2971) 
700 1 |a Zheng, Jinbao  |u Henan Institute of Geography Spatial Information Co., Ltd, Zhenzhou, China (GRID:grid.450296.c) 
773 0 |t Indian Geotechnical Journal  |g vol. 55, no. 1 (Feb 2025), p. 107 
786 0 |d ProQuest  |t Engineering Database 
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