Yong-Ming Li, Shan-Suo Zheng, Li-Guo Dong, Song Yang
{"title":"钢筋混凝土框架结构抗震回弹性评价方法研究","authors":"Yong-Ming Li, Shan-Suo Zheng, Li-Guo Dong, Song Yang","doi":"10.1007/s10518-025-02246-2","DOIUrl":null,"url":null,"abstract":"<div><p>The quantitative characterization of post-earthquake functional loss and dynamic recovery processes in RC frame structures is the cornerstone for evaluating their seismic resilience. In this paper, a quantitative model for assessing functional loss in RC frame structures is established, spanning from the component to the floor and the structural scale, by analyzing the hierarchical transmission mechanism of functional loss. Additionally, a simulation of the recovery process is conducted using time progression and benchmark algorithms to obtain a complete functional recovery curve. Based on this, an assessment method for the seismic resilience of RC frame structures is established, using functional loss, repair time, and repair rate as metrics. Subsequently, the RC frame structures with different numbers of floors and fortification intensities are built using OpenSees software. The influences of various parameters on the seismic resilience of RC frame structures are analyzed. The results show that as the seismic design intensity increases, both the functional loss and repair time of the structure continue to grow, while the repair rate remains approximately equal under large earthquakes and super earthquakes but relatively slow under moderate earthquakes. Under the same seismic design intensity, the functional loss and repair time of the 6-degree (0.05 g) and 7-degree (0.10 g) fortification structures are significantly lower than those of other fortification structures, while the functional loss and repair time of the 7-degree (0.15 g) fortification structure are the largest. The repair rates of structures across different fortification intensities remain approximately equal. As the number of floors increases, the repair time of the structure tends to rise, while the functional loss and repair rate tend to decrease. The research results can provide a reference for the seismic resilience evaluation of offshore urban systems and the realization of the national resilience urban-rural development goals.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 13","pages":"5559 - 5586"},"PeriodicalIF":4.1000,"publicationDate":"2025-08-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Research on seismic resilience evaluation method of RC frame structures\",\"authors\":\"Yong-Ming Li, Shan-Suo Zheng, Li-Guo Dong, Song Yang\",\"doi\":\"10.1007/s10518-025-02246-2\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The quantitative characterization of post-earthquake functional loss and dynamic recovery processes in RC frame structures is the cornerstone for evaluating their seismic resilience. In this paper, a quantitative model for assessing functional loss in RC frame structures is established, spanning from the component to the floor and the structural scale, by analyzing the hierarchical transmission mechanism of functional loss. Additionally, a simulation of the recovery process is conducted using time progression and benchmark algorithms to obtain a complete functional recovery curve. Based on this, an assessment method for the seismic resilience of RC frame structures is established, using functional loss, repair time, and repair rate as metrics. Subsequently, the RC frame structures with different numbers of floors and fortification intensities are built using OpenSees software. The influences of various parameters on the seismic resilience of RC frame structures are analyzed. The results show that as the seismic design intensity increases, both the functional loss and repair time of the structure continue to grow, while the repair rate remains approximately equal under large earthquakes and super earthquakes but relatively slow under moderate earthquakes. Under the same seismic design intensity, the functional loss and repair time of the 6-degree (0.05 g) and 7-degree (0.10 g) fortification structures are significantly lower than those of other fortification structures, while the functional loss and repair time of the 7-degree (0.15 g) fortification structure are the largest. The repair rates of structures across different fortification intensities remain approximately equal. As the number of floors increases, the repair time of the structure tends to rise, while the functional loss and repair rate tend to decrease. The research results can provide a reference for the seismic resilience evaluation of offshore urban systems and the realization of the national resilience urban-rural development goals.</p></div>\",\"PeriodicalId\":9364,\"journal\":{\"name\":\"Bulletin of Earthquake Engineering\",\"volume\":\"23 13\",\"pages\":\"5559 - 5586\"},\"PeriodicalIF\":4.1000,\"publicationDate\":\"2025-08-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Earthquake Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s10518-025-02246-2\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10518-025-02246-2","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Research on seismic resilience evaluation method of RC frame structures
The quantitative characterization of post-earthquake functional loss and dynamic recovery processes in RC frame structures is the cornerstone for evaluating their seismic resilience. In this paper, a quantitative model for assessing functional loss in RC frame structures is established, spanning from the component to the floor and the structural scale, by analyzing the hierarchical transmission mechanism of functional loss. Additionally, a simulation of the recovery process is conducted using time progression and benchmark algorithms to obtain a complete functional recovery curve. Based on this, an assessment method for the seismic resilience of RC frame structures is established, using functional loss, repair time, and repair rate as metrics. Subsequently, the RC frame structures with different numbers of floors and fortification intensities are built using OpenSees software. The influences of various parameters on the seismic resilience of RC frame structures are analyzed. The results show that as the seismic design intensity increases, both the functional loss and repair time of the structure continue to grow, while the repair rate remains approximately equal under large earthquakes and super earthquakes but relatively slow under moderate earthquakes. Under the same seismic design intensity, the functional loss and repair time of the 6-degree (0.05 g) and 7-degree (0.10 g) fortification structures are significantly lower than those of other fortification structures, while the functional loss and repair time of the 7-degree (0.15 g) fortification structure are the largest. The repair rates of structures across different fortification intensities remain approximately equal. As the number of floors increases, the repair time of the structure tends to rise, while the functional loss and repair rate tend to decrease. The research results can provide a reference for the seismic resilience evaluation of offshore urban systems and the realization of the national resilience urban-rural development goals.
期刊介绍:
Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings.
Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more.
This is the Official Publication of the European Association for Earthquake Engineering.