NUMERICAL STUDY ON SEISMIC BEHAVIOUR OF PRECAST CONCRETE CONNECTION ZONE
dc.contributor.author | Arslan, M. H. | |
dc.contributor.author | Gulay, F. G. | |
dc.date.accessioned | 2020-03-26T17:39:21Z | |
dc.date.available | 2020-03-26T17:39:21Z | |
dc.date.issued | 2009 | |
dc.department | Selçuk Üniversitesi | en_US |
dc.description.abstract | Precast industrial plants in Turkey experienced considerable damage during the recent earthquakes in Turkey. The presented paper is based on a parametric study to evaluate the seismic performance of a code-designed moment-transferring scarfed connection that is widely utilized in precast industrial buildings in Turkey. Firstly, the seismic behavior of a typical symmetrically pitched double-bay precast framed system with a scarfed beam to the column connections was investigated. The coefficient of elastic rotational stiffhess, R-theta, and maximum stress values were then obtained by finite element idealization with an approach of a repeated analysis. Finally, a parametric study was carried out for different values of R-theta in order to evaluate the effect of joint elasticity on the behavior of a precast frame under seismic action. | en_US |
dc.identifier.endpage | 127 | en_US |
dc.identifier.issn | 1028-6284 | en_US |
dc.identifier.issue | B1 | en_US |
dc.identifier.scopusquality | N/A | en_US |
dc.identifier.startpage | 123 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.12395/23702 | |
dc.identifier.volume | 33 | en_US |
dc.identifier.wos | WOS:000264336700009 | en_US |
dc.identifier.wosquality | Q3 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | SHIRAZ UNIV | en_US |
dc.relation.ispartof | IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.selcuk | 20240510_oaig | en_US |
dc.subject | Prefabricated systems | en_US |
dc.subject | precast frame system | en_US |
dc.subject | connection zone | en_US |
dc.subject | semi-rigid connection | en_US |
dc.subject | elastic rotational stiffness | en_US |
dc.subject | seismic performance | en_US |
dc.title | NUMERICAL STUDY ON SEISMIC BEHAVIOUR OF PRECAST CONCRETE CONNECTION ZONE | en_US |
dc.type | Article | en_US |