A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ELASTO-PLASTIC HYSTERETIC DAMPER
PROBLEM TO BE SOLVED: To provide an elasto-plastic hysteretic damper capable of functioning as a damper to the input from a plurality of directions.SOLUTION: Two planar shearing parts 11, 11 are serially provided between plates 14, 15 via a connection part 12 and fixed to a substructure 2. The plate 15 is located between stoppers 16, 16 for a horizontal beam 1b of a superstructure 1. When there is input of horizontal force not smaller than that of a predetermined level in a bridge axis direction, the stoppers 16, 16 for the superstructure 1 abut on end faces 15a, 15a parallel to the plate 15 in a direction perpendicular to its bridge axis. The abutting impact can be damped by shearing plastic deformation of the shearing parts 11, 11.SELECTED DRAWING: Figure 1
【課題】複数の方向からの入力に対してダンパとして機能し得る弾塑性履歴型ダンパを提供する。【解決手段】プレート１４，１５の間に平面状を成す二つの剪断部１１，１１が連結部１２を介して一連に設けられ、下部構造物２に固定される。プレート１５は、上部構造物１の横桁１ｂのストッパ１６，１６の間に位置される。橋軸方向の所定レベル以上の水平力の入力があったとき、上部構造物１のストッパ１６，１６とプレート１５の橋軸直角方向と平行な端面１５ａ，１５ａとが突き当たり、突き当たったときの衝撃を剪断部１１，１１が剪断塑性変形することにより減衰させることが出来る。【選択図】図１
ELASTO-PLASTIC HYSTERETIC DAMPER
PROBLEM TO BE SOLVED: To provide an elasto-plastic hysteretic damper capable of functioning as a damper to the input from a plurality of directions.SOLUTION: Two planar shearing parts 11, 11 are serially provided between plates 14, 15 via a connection part 12 and fixed to a substructure 2. The plate 15 is located between stoppers 16, 16 for a horizontal beam 1b of a superstructure 1. When there is input of horizontal force not smaller than that of a predetermined level in a bridge axis direction, the stoppers 16, 16 for the superstructure 1 abut on end faces 15a, 15a parallel to the plate 15 in a direction perpendicular to its bridge axis. The abutting impact can be damped by shearing plastic deformation of the shearing parts 11, 11.SELECTED DRAWING: Figure 1
【課題】複数の方向からの入力に対してダンパとして機能し得る弾塑性履歴型ダンパを提供する。【解決手段】プレート１４，１５の間に平面状を成す二つの剪断部１１，１１が連結部１２を介して一連に設けられ、下部構造物２に固定される。プレート１５は、上部構造物１の横桁１ｂのストッパ１６，１６の間に位置される。橋軸方向の所定レベル以上の水平力の入力があったとき、上部構造物１のストッパ１６，１６とプレート１５の橋軸直角方向と平行な端面１５ａ，１５ａとが突き当たり、突き当たったときの衝撃を剪断部１１，１１が剪断塑性変形することにより減衰させることが出来る。【選択図】図１
ELASTO-PLASTIC HYSTERETIC DAMPER
弾塑性履歴型ダンパ
KURATA YUKIHIRO (author) / HAYANO TETSUHISA (author) / OKADA SEIJI (author) / TANAKA HIRONORI (author) / MICHIWAKI YUTAKA (author)
2017-12-07
Patent
Electronic Resource
Japanese
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