Approximate solutions to coupled shear walls on fixed and flexible foundations
نویسندگان
چکیده
منابع مشابه
Response Modification Factor of Coupled Steel Shear Walls
The present research is concerned with the determination of ductility, over-strength and response modification factors of coupled steel shear wall frames. Three structural models with various numbers of stories, bay width and coupling beam height were analyzed using static pushover and incremental nonlinear dynamic analyses. The ductility, over-strength and response modification factors for the...
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Abstract – In this study, the static analysis of a multi-bay coupled shear wall on an elastic foundation, having any number of stiffening beams is studied using the continuous connection method (CCM). The shear wall is considered to be made up of a finite number of sections in the vertical direction, with or without stiffening beams between each pair of consecutive sections. This method of anal...
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Response modification factor (R factor) is one of the seismic design parameters to be considered in evaluating the performance of buildings during strong motions. This paper has tried to evaluate the response modification factor of concrete coupled shear wall structures with various length/depth ratios of spandrel beams. The effect of diagonal reinforcement of spandrel beam was also evaluated o...
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ژورنال
عنوان ژورنال: Modern Applied Science
سال: 2013
ISSN: 1913-1852,1913-1844
DOI: 10.5539/mas.v7n4p1