Çöğürcü, Mustafa TolgaDöndüren, Mahmut SamiKamanlı, MehmetAltın, Mustafaİlgün, Abdulkerim2020-03-262020-03-262009https://hdl.handle.net/20.500.12395/234799th International Multidisciplinary Scientific Geo-Conference and Expo -- JUN 14-19, 2009 -- Albena, BULGARIAIn 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.eninfo:eu-repo/semantics/closedAccessMasonryBonding stylesWall strengthExperimental studyConference Object71+N/AWOS:000276075800011N/A