Departmental Bulletin Paper せん断パネルフランジの繰返し載荷下における所要幅厚比の検討

玉井, 宏章  ,  伊藤, 優佑  ,  廣田, 周一郎

47 ( 89 )  , pp.36 - 43 , 2017-07 , 長崎大学大学院工学研究科
It is very important to design keeping the limitation of width-to-thickness ratio for structural member. Shear panel damper was required the high deformation capacity to absorb the seismic energy. To show the requirement for shear panel damper, especially , the width-to-thickness ratio, cyclic loading tests with incremental intensity and material and geometrical nonlinear finite analyses were performed on shear panel damper with various flange's width-to-thickness ratio. Through those results, the required flange's width-to-thickness were discussed.

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