EFFECTS OF DIFFERENT BOND TYPES ON HORIZONTAL LOAD BEARING CAPACITY OF MASONRY WALLS
Küçük Resim Yok
Tarih
2009
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
INT SCIENTIFIC CONFERENCE SGEM
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
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.
Açıklama
9th International Multidisciplinary Scientific Geo-Conference and Expo -- JUN 14-19, 2009 -- Albena, BULGARIA
Anahtar Kelimeler
Masonry, Bonding styles, Wall strength, Experimental study
Kaynak
SGEM 2009: 9TH INTERNATIONAL MULTIDISCIPLINARY SCIENTIFIC GEOCONFERENCE, VOL II, CONFERENCE PROCEEDING: MODERN MANAGEMENT OF MINE PRODUCING, GEOLOGY AND ENVIRONMENTAL PROTECTION
WoS Q Değeri
N/A
Scopus Q Değeri
N/A