Longjun Xu , Hao Tian , Chaoyue Jin , Huabei Liu , Jie Wang , Wen Liu , Lili Xie
{"title":"近断裂带永久位移的新条件地震动模型","authors":"Longjun Xu , Hao Tian , Chaoyue Jin , Huabei Liu , Jie Wang , Wen Liu , Lili Xie","doi":"10.1016/j.soildyn.2025.109774","DOIUrl":null,"url":null,"abstract":"<div><div>An accurate assessment of after-earthquake permanent displacement (PD) is crucial for the anti-dislocation of structures situated across or near fault zones. The conditional ground motion model (CGMM) is an effective method for estimating after-earthquake PD. We draw on the global NEar-Source Strong-motion (NESS) database and incorporates peak ground displacement (PGD) as a secondary parameter. The model accounts for key factors such as moment magnitude (<em>M</em><sub>w</sub>), focal depth, fault type, rupture distance (<em>R</em><sub><em>rup</em></sub>), and average site shear wave velocity (<em>V</em><sub>S30</sub>). A CGMM was developed through random-effects model regression analysis to achieve a robust estimation of after-earthquake PD. The performance of the developed CGMM was validated through residual analysis, by systematically examining the influence of explanatory variables on model predictions, and through comprehensive comparisons with prior models. The results demonstrate that the developed conditional model successfully captures the attenuation trends of PD. <em>M</em><sub>w</sub>, <em>R</em><sub><em>rup</em></sub>, and <em>V</em><sub>S30</sub> have varying degrees of impact on the model predictions; as the <em>M</em><sub>w</sub> and focal depth increase, the PD value increases. The CGMM demonstrates a pronounced near-field saturation effect. The research findings can serve as a valuable reference for the anti-dislocation design of lifeline engineering projects that cross or are in near fault zones, as well as for Probabilistic Fault Displacement Hazard Analysis (PFDHA).</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"200 ","pages":"Article 109774"},"PeriodicalIF":4.6000,"publicationDate":"2025-09-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"New conditional ground motion model for permanent displacement in near-fault zones\",\"authors\":\"Longjun Xu , Hao Tian , Chaoyue Jin , Huabei Liu , Jie Wang , Wen Liu , Lili Xie\",\"doi\":\"10.1016/j.soildyn.2025.109774\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>An accurate assessment of after-earthquake permanent displacement (PD) is crucial for the anti-dislocation of structures situated across or near fault zones. The conditional ground motion model (CGMM) is an effective method for estimating after-earthquake PD. We draw on the global NEar-Source Strong-motion (NESS) database and incorporates peak ground displacement (PGD) as a secondary parameter. The model accounts for key factors such as moment magnitude (<em>M</em><sub>w</sub>), focal depth, fault type, rupture distance (<em>R</em><sub><em>rup</em></sub>), and average site shear wave velocity (<em>V</em><sub>S30</sub>). A CGMM was developed through random-effects model regression analysis to achieve a robust estimation of after-earthquake PD. The performance of the developed CGMM was validated through residual analysis, by systematically examining the influence of explanatory variables on model predictions, and through comprehensive comparisons with prior models. The results demonstrate that the developed conditional model successfully captures the attenuation trends of PD. <em>M</em><sub>w</sub>, <em>R</em><sub><em>rup</em></sub>, and <em>V</em><sub>S30</sub> have varying degrees of impact on the model predictions; as the <em>M</em><sub>w</sub> and focal depth increase, the PD value increases. The CGMM demonstrates a pronounced near-field saturation effect. The research findings can serve as a valuable reference for the anti-dislocation design of lifeline engineering projects that cross or are in near fault zones, as well as for Probabilistic Fault Displacement Hazard Analysis (PFDHA).</div></div>\",\"PeriodicalId\":49502,\"journal\":{\"name\":\"Soil Dynamics and Earthquake Engineering\",\"volume\":\"200 \",\"pages\":\"Article 109774\"},\"PeriodicalIF\":4.6000,\"publicationDate\":\"2025-09-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soil Dynamics and Earthquake Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0267726125005688\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125005688","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
New conditional ground motion model for permanent displacement in near-fault zones
An accurate assessment of after-earthquake permanent displacement (PD) is crucial for the anti-dislocation of structures situated across or near fault zones. The conditional ground motion model (CGMM) is an effective method for estimating after-earthquake PD. We draw on the global NEar-Source Strong-motion (NESS) database and incorporates peak ground displacement (PGD) as a secondary parameter. The model accounts for key factors such as moment magnitude (Mw), focal depth, fault type, rupture distance (Rrup), and average site shear wave velocity (VS30). A CGMM was developed through random-effects model regression analysis to achieve a robust estimation of after-earthquake PD. The performance of the developed CGMM was validated through residual analysis, by systematically examining the influence of explanatory variables on model predictions, and through comprehensive comparisons with prior models. The results demonstrate that the developed conditional model successfully captures the attenuation trends of PD. Mw, Rrup, and VS30 have varying degrees of impact on the model predictions; as the Mw and focal depth increase, the PD value increases. The CGMM demonstrates a pronounced near-field saturation effect. The research findings can serve as a valuable reference for the anti-dislocation design of lifeline engineering projects that cross or are in near fault zones, as well as for Probabilistic Fault Displacement Hazard Analysis (PFDHA).
期刊介绍:
The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering.
Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.