چکیده مقاله
Six high strength concrete squat shear walls were tested under in plane axial load and reversed cyclic displacements The test parameters included longitudinal reinforcement ratio, transverse reinforcement ratio and axial load Lateral loads and lateral displacements were measured The test results showed the axially loaded wall specimens exhibited a brittle behaviour regardless of reinforcement ratio whereas the specimen with no axial load had a lower strength but higher ductility It was also found that an increase in the longitudinal reinforcement ratio gave an increase in the failure load while an increase in the transverse reinforcement ratio had no significant effect on the strength but influenced the failure mode
کلیدواژهها
نویسندگان
Hooshang Dabbagh
Assistant Professor, University of Kurdistan, I R Iran
Stephen J. Foster
Professor, University of New South Wales, Australia
شیوه ارجاع
Dabbagh, Hooshang and J. Foster, Stephen,1388,Behaviour of High-Strength Concrete Squat Shear Walls Subjected to Reversed Cyclic Loading – An Experimental Study,8th International Congress on Civil Engineering,Shiraz
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