{"title":"Effects of Different Wall Openings on the Cyclic Behavior of Aerated Concrete Block Infilled RC Frames","authors":"Batuhan Aykanat, M. Arslan, Anıl Şen","doi":"10.3311/ppci.21798","DOIUrl":null,"url":null,"abstract":"In the current study, the effects of infilled reinforced concrete (RC) frames with different window and door openings under cyclic loads were investigated. For this purpose, five in-filled RC frames with different infill wall openings were produced. The main parameters to evaluate overall performance of the RC frames with infill walls, the load carrying capacities, displacement ductility, stiffness degradation and energy dissipation capacities were determined using obtained results. At the end of the study, even if the opening ratios are the equal, it has been observed that the location and number of openings have a significant effect on the behavior and failure pattern of the RC frames. Also, increase in the openings ratio decreases the load carrying capacity, and energy consumption capacity. Based on these results, it is suggested that infill walls affect the structural behavior and failure pattern. Therefore, infill wall openings should be considered in the design of RC structures.","PeriodicalId":49705,"journal":{"name":"Periodica Polytechnica-Civil Engineering","volume":null,"pages":null},"PeriodicalIF":1.4000,"publicationDate":"2023-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Periodica Polytechnica-Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.3311/ppci.21798","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
In the current study, the effects of infilled reinforced concrete (RC) frames with different window and door openings under cyclic loads were investigated. For this purpose, five in-filled RC frames with different infill wall openings were produced. The main parameters to evaluate overall performance of the RC frames with infill walls, the load carrying capacities, displacement ductility, stiffness degradation and energy dissipation capacities were determined using obtained results. At the end of the study, even if the opening ratios are the equal, it has been observed that the location and number of openings have a significant effect on the behavior and failure pattern of the RC frames. Also, increase in the openings ratio decreases the load carrying capacity, and energy consumption capacity. Based on these results, it is suggested that infill walls affect the structural behavior and failure pattern. Therefore, infill wall openings should be considered in the design of RC structures.
期刊介绍:
Periodica Polytechnica Civil Engineering is a peer reviewed scientific journal published by the Faculty of Civil Engineering of the Budapest University of Technology and Economics. It was founded in 1957. Publication frequency: quarterly.
Periodica Polytechnica Civil Engineering publishes both research and application oriented papers, in the area of civil engineering.
The main scope of the journal is to publish original research articles in the wide field of civil engineering, including geodesy and surveying, construction materials and engineering geology, photogrammetry and geoinformatics, geotechnics, structural engineering, architectural engineering, structural mechanics, highway and railway engineering, hydraulic and water resources engineering, sanitary and environmental engineering, engineering optimisation and history of civil engineering. The journal is abstracted by several international databases, see the main page.