Scholarly record
BEHAVIOURS OF SOME TYPES MASONRY WALLS BONDING UNDER HORIZONTAL LOADS
Abstract
In this work, the horizontal failure loads acting in the wall plane and the shear strengths of the walls constructed using solid batch bricks are studied by considering various types of bond arrangements and the results are discussed. For this purpose the samples are produced using simple running bond and polonez bond. In the experimental study is carried out using the procedure proposed in ASTM 1391-81 for the standard shear stress of masonry walls. The observed behavior of the experimental samples and the cracks occurred are studied, the shear stress and horizontal load-displacement graphs are plotted. A numerical model is analyzed using the ANSYS software and the results are compared with the experimental ones.
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References6
Yokel, E.Y., Fartai S.G., 1976. "Failure Hypothesis for Masonry Shear Walls" Journal of the Structural Division, ASCE Vol 102, No. ST3, pp. 515-532.
Döndüren M., S., 2008 "The Effect of the Wall and Plaster mortars whose Binding Features are increased on the Mechanical Behaviors of the Brick Walls which are loaded out of plane" Selcuk University, Institute of Natural and Applied Sciences, Doctorate Thesis, Konya
Cögürcü, M., T., 2007. " The Strengthening of the Masonry Buildings using the Bed Joint Strengthening method" , Selçuk University, Institute of Natural and Applied Sciences, Doctorate Thesis, Konya
Kamt, R., Atimtay,E., et all. 2005. "The Experimental Behavior of the Masonry Walls which are loaded out of Plane", YDGA The Increase in the Earthquake security of the Masonry Buildings Workshop, ODTÜ, 17 February, 2005, Ankara.
TS 705 "Fabrika Tuglalari-Duvarlar îçin Dolu ve Düsey Delikli Tugla Kurallari"
TS 19 "Cimento-Portland Çimentolan"
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