عنوان
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New mathematical formula for design viscous dampers in Internal and external Scissor-Jack braces
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نوع پژوهش
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ارائه مقاله در کنفرانسهای علمی
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کلیدواژهها
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viscous damper, internal Scissor-Jack brace, external Scissor-Jack brace.
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چکیده
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The existing design formulas have provided significantly convenient tools to practical engineers in determining the damping coefficients of the supplemental diagonal brace, K brace, upper toggle brace, and lower toggle brace. These formulas take into account the relative vertical and horizontal deformation between the two ends of a viscous damper installed in a frame panel so that the axial deformation of the damper and thus the dissipated energy by the damper can be better captured. In this paper, a mathematical formula is proposed for the internal and external ScissorJack brace damper system in structure with the relative vertical and horizontal deformation between the two ends of a viscous damper.
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پژوهشگران
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حامد موسوی (نفر اول)، سعید رضا صباغ یزدی (نفر دوم)، محمد المحمد البکار (نفر سوم)
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