{"title":"地下室组合墙支撑式剪力连接件结构性能研究","authors":"Young Han Choi, Ji Yong Chae, Byoung Wook Heo","doi":"10.1007/s13296-025-00949-5","DOIUrl":null,"url":null,"abstract":"<div><p>A support-type shear connector for basement composite walls was developed, and a push-out test and a finite element analysis (FEA) were performed to evaluate structural performance. For the support-type shear connector specimens, the ratio of the yield load to the nominal strength without applying the reduction factor was 0.83 and the ratio of the maximum load was 1.43. The ratio of the yield load to the nominal strength, to which the reduction factor was applied, was 1.38 and the ratio of the maximum load was 2.39. Thus, if the length of the support-type shear connectors is 35 mm to 100 mm, it can be designed with the nominal strength without the reduction factor applied. Additionally, the initial stiffness and maximum load of the support-type shear connector can be predicted using FEA with an error margin of within 10%.</p></div>","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":"25 2","pages":"475 - 485"},"PeriodicalIF":1.1000,"publicationDate":"2025-03-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A Study on the Structural Performance of Support-Type Shear Connectors for Basement Composite Walls\",\"authors\":\"Young Han Choi, Ji Yong Chae, Byoung Wook Heo\",\"doi\":\"10.1007/s13296-025-00949-5\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>A support-type shear connector for basement composite walls was developed, and a push-out test and a finite element analysis (FEA) were performed to evaluate structural performance. For the support-type shear connector specimens, the ratio of the yield load to the nominal strength without applying the reduction factor was 0.83 and the ratio of the maximum load was 1.43. The ratio of the yield load to the nominal strength, to which the reduction factor was applied, was 1.38 and the ratio of the maximum load was 2.39. Thus, if the length of the support-type shear connectors is 35 mm to 100 mm, it can be designed with the nominal strength without the reduction factor applied. Additionally, the initial stiffness and maximum load of the support-type shear connector can be predicted using FEA with an error margin of within 10%.</p></div>\",\"PeriodicalId\":596,\"journal\":{\"name\":\"International Journal of Steel Structures\",\"volume\":\"25 2\",\"pages\":\"475 - 485\"},\"PeriodicalIF\":1.1000,\"publicationDate\":\"2025-03-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Steel Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s13296-025-00949-5\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"CONSTRUCTION & BUILDING TECHNOLOGY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Steel Structures","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s13296-025-00949-5","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
A Study on the Structural Performance of Support-Type Shear Connectors for Basement Composite Walls
A support-type shear connector for basement composite walls was developed, and a push-out test and a finite element analysis (FEA) were performed to evaluate structural performance. For the support-type shear connector specimens, the ratio of the yield load to the nominal strength without applying the reduction factor was 0.83 and the ratio of the maximum load was 1.43. The ratio of the yield load to the nominal strength, to which the reduction factor was applied, was 1.38 and the ratio of the maximum load was 2.39. Thus, if the length of the support-type shear connectors is 35 mm to 100 mm, it can be designed with the nominal strength without the reduction factor applied. Additionally, the initial stiffness and maximum load of the support-type shear connector can be predicted using FEA with an error margin of within 10%.
期刊介绍：
The International Journal of Steel Structures provides an international forum for a broad classification of technical papers in steel structural research and its applications. The journal aims to reach not only researchers, but also practicing engineers. Coverage encompasses such topics as stability, fatigue, non-linear behavior, dynamics, reliability, fire, design codes, computer-aided analysis and design, optimization, expert systems, connections, fabrications, maintenance, bridges, off-shore structures, jetties, stadiums, transmission towers, marine vessels, storage tanks, pressure vessels, aerospace, and pipelines and more.
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