Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PROBLEM TO BE SOLVED: To provide a flexure yielding type damper capable of enhancing the degree-of-freedom and handiness on an installation.SOLUTION: A flexure yielding type damper 1 is constructed of H-shaped steel 3 having flexure yielding type dampers constructed of H-shaped steel 3 formed with bending rigidity reduction parts 2 at the two end portions in the longitudinal direction. Said H-shaped steel 3 is equipped with a reinforcement part 7 for preventing the shearing yield at the end portion of said H-shaped steel 3.SELECTED DRAWING: Figure 1
【課題】設置に関する自由度や簡便性を高めることができる曲げ降伏型ダンパーを提供すること。【解決手段】長手方向における両端部に曲げ剛性低減部２が設けられたＨ形鋼３によって構成された曲げ降伏型ダンパー１であって、前記Ｈ形鋼３に、該Ｈ形鋼３の端部におけるせん断降伏を防止するための補強部７が設けられている。【選択図】図１
PROBLEM TO BE SOLVED: To provide a flexure yielding type damper capable of enhancing the degree-of-freedom and handiness on an installation.SOLUTION: A flexure yielding type damper 1 is constructed of H-shaped steel 3 having flexure yielding type dampers constructed of H-shaped steel 3 formed with bending rigidity reduction parts 2 at the two end portions in the longitudinal direction. Said H-shaped steel 3 is equipped with a reinforcement part 7 for preventing the shearing yield at the end portion of said H-shaped steel 3.SELECTED DRAWING: Figure 1
【課題】設置に関する自由度や簡便性を高めることができる曲げ降伏型ダンパーを提供すること。【解決手段】長手方向における両端部に曲げ剛性低減部２が設けられたＨ形鋼３によって構成された曲げ降伏型ダンパー１であって、前記Ｈ形鋼３に、該Ｈ形鋼３の端部におけるせん断降伏を防止するための補強部７が設けられている。【選択図】図１
FLEXURE YIELDING TYPE DAMPER
曲げ降伏型ダンパー
TOSAI HIROYUKI (Autor:in)
10.08.2017
Patent
Elektronische Ressource
Japanisch
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