A Simplified Fundamental Period Equation for Rc Buildings
dc.authorscopusid | 57215829440 | |
dc.authorscopusid | 36720357400 | |
dc.authorscopusid | 15768634400 | |
dc.authorwosid | Akkaya, İsmail/Q-3778-2018 | |
dc.authorwosid | Erdil, Baris/Lxv-9472-2024 | |
dc.contributor.author | Yigit, Abdullah | |
dc.contributor.author | Erdil, Baris | |
dc.contributor.author | Akkaya, Ismail | |
dc.date.accessioned | 2025-05-10T17:10:27Z | |
dc.date.available | 2025-05-10T17:10:27Z | |
dc.date.issued | 2021 | |
dc.department | T.C. Van Yüzüncü Yıl Üniversitesi | en_US |
dc.department-temp | [Yigit, Abdullah; Erdil, Baris] Van Yuzuncu Yil Univ, Dept Civil Engn, Van, Turkey; [Akkaya, Ismail] Van Yuzuncu Yil Univ, Dept Geophys Engn, Van, Turkey | en_US |
dc.description.abstract | Considering the huge differences in the prediction and organization of equations available in the literature, this paper aims at developing a reliable equation including mass and stiffness parameters. Microtremor (ambient vibration) measurements were taken from 23 RC buildings and their fundamental periods were compared to the dynamic analysis results. Building models were then calibrated to account for the infill wall effect. After that, 156 RC buildings were 3D modelled and their dynamic analysis results were used to calibrate the proposed fundamental period equation. | en_US |
dc.description.sponsorship | Van Yuzuncu Yil University [BAP-FYL-2019-8644] | en_US |
dc.description.sponsorship | The authors wish to express their sincere appreciation to Van Yuzuncu Yil University (BAP-FYL-2019-8644) for having financed this research program. | en_US |
dc.description.woscitationindex | Science Citation Index Expanded | |
dc.identifier.doi | 10.14256/JCE.3080.2020 | |
dc.identifier.endpage | 497 | en_US |
dc.identifier.issn | 0350-2465 | |
dc.identifier.issn | 1333-9095 | |
dc.identifier.issue | 5 | en_US |
dc.identifier.scopus | 2-s2.0-85109444232 | |
dc.identifier.scopusquality | Q3 | |
dc.identifier.startpage | 483 | en_US |
dc.identifier.uri | https://doi.org/10.14256/JCE.3080.2020 | |
dc.identifier.uri | https://hdl.handle.net/20.500.14720/7424 | |
dc.identifier.volume | 73 | en_US |
dc.identifier.wos | WOS:000664460700003 | |
dc.identifier.wosquality | Q4 | |
dc.language.iso | en | en_US |
dc.publisher | Croatian Soc Civil Engineers-hsgi | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Reinforced-Concrete Building | en_US |
dc.subject | Stiffness | en_US |
dc.subject | Fundamental Vibration Period | en_US |
dc.subject | Dynamic Analysis | en_US |
dc.title | A Simplified Fundamental Period Equation for Rc Buildings | en_US |
dc.type | Article | en_US |