EFFECTS OF DIFFERENT BOND TYPES ON HORIZONTAL LOAD BEARING CAPACITY OF MASONRY WALLS
dc.contributor.author | Çöğürcü, Mustafa Tolga | |
dc.contributor.author | Döndüren, Mahmut Sami | |
dc.contributor.author | Kamanlı, Mehmet | |
dc.contributor.author | Altın, Mustafa | |
dc.contributor.author | İlgün, Abdulkerim | |
dc.date.accessioned | 2020-03-26T17:38:26Z | |
dc.date.available | 2020-03-26T17:38:26Z | |
dc.date.issued | 2009 | |
dc.department | Selçuk Üniversitesi | en_US |
dc.description | 9th International Multidisciplinary Scientific Geo-Conference and Expo -- JUN 14-19, 2009 -- Albena, BULGARIA | en_US |
dc.description.abstract | In this study, behaviors of wall samples produced from solid batch bricks were investigated under horizontal loads using various types of bond. Fort his aim six samples that contain three samples from each one, whose dimensions are 60*60 cm, were prepared. Hatch bond and running bond types were used while preparing the samples. Produced masonry wall samples were failure using experimental technique of standard shear strengths. The observed behavior of the experimental samples and the cracks occurred are studied, horizontal load-displacement and shear stress graphs are platted. A numerical model is analyzed using the ANSYS software and the results are compared with the experimental ones. | en_US |
dc.description.sponsorship | Minist Environm & Water, Bulgaria, Bulgarian Acad Sci, Acad Sci Czech Republic, Acad Sci IR Iran, Latvian Acad Sci, Polish Acad Sci, Russian Acad Sci, Serbian Acad Sci & Arts, Slovak Acad Sci, Natl Acad Sci Ukraine, Bulgarian Ind Assoc | en_US |
dc.identifier.endpage | + | en_US |
dc.identifier.scopusquality | N/A | en_US |
dc.identifier.startpage | 71 | en_US |
dc.identifier.uri | https://hdl.handle.net/20.500.12395/23479 | |
dc.identifier.wos | WOS:000276075800011 | en_US |
dc.identifier.wosquality | N/A | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | INT SCIENTIFIC CONFERENCE SGEM | en_US |
dc.relation.ispartof | SGEM 2009: 9TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE, VOL II, CONFERENCE PROCEEDING: MODERN MANAGEMENT OF MINE PRODUCING, GEOLOGY AND ENVIRONMENTAL PROTECTION | en_US |
dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.selcuk | 20240510_oaig | en_US |
dc.subject | Masonry | en_US |
dc.subject | Bonding styles | en_US |
dc.subject | Wall strength | en_US |
dc.subject | Experimental study | en_US |
dc.title | EFFECTS OF DIFFERENT BOND TYPES ON HORIZONTAL LOAD BEARING CAPACITY OF MASONRY WALLS | en_US |
dc.type | Conference Object | en_US |