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Effects of pounding on displacement demands in mid-rise RC buildings

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dc.contributor.author Kamal, Muhammet
dc.contributor.author Inel, Mehmet
dc.date.accessioned 2023-01-09T21:09:29Z
dc.date.available 2023-01-09T21:09:29Z
dc.date.issued 2021
dc.identifier.issn 1300-7009
dc.identifier.issn 2147-5881
dc.identifier.uri https://doi.org/10.5505/pajes.2021.58897
dc.identifier.uri https://search.trdizin.gov.tr/yayin/detay/488684
dc.identifier.uri http://acikerisim.pau.edu.tr:8080/xmlui/handle/11499/46101
dc.description.abstract In this study, the effects of pounding on seismic behavior of mid-rise reinforced concrete (RC) adjacent buildings with insufficient separation distance were investigated. 5, 8, 10, 13 and 15-storey RC building models were created to represent mid-rise buildings. The nonlinear behavior properties of these models are reflected by plastic hinges defined at the column and beam ends. The buildings are modeled as a three dimensional (3D) column-beam frame system. Adjacent building models are derived, which are connected from floor to floor level using Kelvin contact elements. Total of 30 different adjacent building models were created with the use of buildings having different number of floors. The 0 m gaps reflect inadequate separation distance between adjacent buildings while the 5 m gap is used for the reference building without collision. In order to investigate the pounding effects between adjacent buildings, 22 real acceleration records compatible with TBEC-2018 were selected and scaled. Total of 660 3D nonlinear time history analyses were carried out and the roof displacement demands obtained from these analyses were compared for collision and without collision cases The outcomes of this study show that significant changes may occur in the building displacement demands due to the collision of the mid-rise RC neighboring buildings with insufficient seismic gap. Based on the findings obtained on significant number of adjacent building pairs with different period ratios, the displacement amplification factors (beta) are proposed for the mid-rise RC buildings. en_US
dc.language.iso tr en_US
dc.publisher Pamukkale Univ en_US
dc.relation.ispartof Pamukkale University Journal Of Engineering Sciences-Pamukkale Universitesi Muhendislik Bilimleri Dergisi en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Mid-Rise RC buildings en_US
dc.subject Pounding en_US
dc.subject Nonlinear time history analysis en_US
dc.subject Dynamic analysis en_US
dc.subject Displacement amplification factor en_US
dc.subject Reinforced-Concrete Buildings en_US
dc.subject Damages en_US
dc.title Effects of pounding on displacement demands in mid-rise RC buildings en_US
dc.type Article en_US
dc.identifier.volume 27 en_US
dc.identifier.issue 6 en_US
dc.identifier.startpage 703 en_US
dc.identifier.endpage 710 en_US
dc.identifier.doi 10.5505/pajes.2021.58897
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.authorscopusid #N/A
dc.department-temp [Kamal, Muhammet; Inel, Mehmet] Pamukkale Univ, Insaat Muhendisligi Bolumu, Muhendislik Fak, Denizli, Turkey en_US
dc.identifier.trdizinid 488684 en_US
dc.identifier.wos WOS:000720115100006 en_US

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