{"title":"用于钢筋混凝土柱双向实时混合仿真的新型柔性加载梁","authors":"Yunbyeong Chae, Chunghyun Lee, Jinil Kim","doi":"10.1002/eqe.4342","DOIUrl":null,"url":null,"abstract":"<div>\n \n <p>This study presents a novel flexible loading beam (FLB) designed to address the challenges of applying axial force in real time during bidirectional real-time hybrid simulations (RTHSs) of reinforced concrete (RC) columns. The FLB is highly effective for applying axial forces to axially stiff members. However, existing FLBs face challenges in controlling axial force when out-of-plane rotations occur during bidirectional (i.e., two horizontal directions) RTHSs. To address this issue, a new FLB was developed by incorporating a spherical bearing at its central bottom. This design ensures stable force application by allowing free rotation at the column's top while maintaining parallel alignment of the FLB with the ground. Experimental validation was conducted using a multiactuator setup with an RC column subjected to bidirectional horizontal earthquake loads. The results demonstrated the exceptional performance of the new FLB in maintaining precise axial force control, even under significant bidirectional lateral displacements.</p>\n </div>","PeriodicalId":11390,"journal":{"name":"Earthquake Engineering & Structural Dynamics","volume":"54 7","pages":"1912-1917"},"PeriodicalIF":4.3000,"publicationDate":"2025-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"New Flexible Loading Beam for Bidirectional Real-Time Hybrid Simulation of Reinforced Concrete Columns\",\"authors\":\"Yunbyeong Chae, Chunghyun Lee, Jinil Kim\",\"doi\":\"10.1002/eqe.4342\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div>\\n \\n <p>This study presents a novel flexible loading beam (FLB) designed to address the challenges of applying axial force in real time during bidirectional real-time hybrid simulations (RTHSs) of reinforced concrete (RC) columns. The FLB is highly effective for applying axial forces to axially stiff members. However, existing FLBs face challenges in controlling axial force when out-of-plane rotations occur during bidirectional (i.e., two horizontal directions) RTHSs. To address this issue, a new FLB was developed by incorporating a spherical bearing at its central bottom. This design ensures stable force application by allowing free rotation at the column's top while maintaining parallel alignment of the FLB with the ground. Experimental validation was conducted using a multiactuator setup with an RC column subjected to bidirectional horizontal earthquake loads. The results demonstrated the exceptional performance of the new FLB in maintaining precise axial force control, even under significant bidirectional lateral displacements.</p>\\n </div>\",\"PeriodicalId\":11390,\"journal\":{\"name\":\"Earthquake Engineering & Structural Dynamics\",\"volume\":\"54 7\",\"pages\":\"1912-1917\"},\"PeriodicalIF\":4.3000,\"publicationDate\":\"2025-03-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Earthquake Engineering & Structural Dynamics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4342\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Earthquake Engineering & Structural Dynamics","FirstCategoryId":"5","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/eqe.4342","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
New Flexible Loading Beam for Bidirectional Real-Time Hybrid Simulation of Reinforced Concrete Columns
This study presents a novel flexible loading beam (FLB) designed to address the challenges of applying axial force in real time during bidirectional real-time hybrid simulations (RTHSs) of reinforced concrete (RC) columns. The FLB is highly effective for applying axial forces to axially stiff members. However, existing FLBs face challenges in controlling axial force when out-of-plane rotations occur during bidirectional (i.e., two horizontal directions) RTHSs. To address this issue, a new FLB was developed by incorporating a spherical bearing at its central bottom. This design ensures stable force application by allowing free rotation at the column's top while maintaining parallel alignment of the FLB with the ground. Experimental validation was conducted using a multiactuator setup with an RC column subjected to bidirectional horizontal earthquake loads. The results demonstrated the exceptional performance of the new FLB in maintaining precise axial force control, even under significant bidirectional lateral displacements.
期刊介绍:
Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following:
ground motions for analysis and design
geotechnical earthquake engineering
probabilistic and deterministic methods of dynamic analysis
experimental behaviour of structures
seismic protective systems
system identification
risk assessment
seismic code requirements
methods for earthquake-resistant design and retrofit of structures.