Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
T-SECTION-STIFFENED STEEL PANEL DAMPER
To provide a steel panel damper for reinforcing a building structure, particularly a steel panel damper disposed between structures of a building.SOLUTION: A steel panel damper is disposed between a first member 61 and a second member 62 facing the first member 61 of a building structure and comprises a first elastic segment 1, a second elastic segment 2, an energy dissipation segment 3, a first end plate 4, and a second end plate 5. A cross-sectional area perpendicular to a first direction D1 in the first elastic segment 1 or the second elastic segment 2 is greater than a cross-sectional area perpendicular to the first direction D1 in the energy dissipation segment 3.SELECTED DRAWING: Figure 1
【課題】建築構造体を補強する特に建築物の構造体の間に設置される鋼板ダンパーを提供する。【解決手段】前記鋼板ダンパーは、前記建築構造体の第１部材６１と、第１部材６１に対向する第２部材６２との間に設置され、第１弾性部１、第２弾性部２、エネルギー散逸部３、第１端板４、第２端板５を備える。前記第１弾性部１または前記第２弾性部２における第１方向Ｄ１に垂直な断面の面積は、前記エネルギー散逸部３における前記第１方向Ｄ１に垂直な断面の面積より大きい。【選択図】図１
T-SECTION-STIFFENED STEEL PANEL DAMPER
To provide a steel panel damper for reinforcing a building structure, particularly a steel panel damper disposed between structures of a building.SOLUTION: A steel panel damper is disposed between a first member 61 and a second member 62 facing the first member 61 of a building structure and comprises a first elastic segment 1, a second elastic segment 2, an energy dissipation segment 3, a first end plate 4, and a second end plate 5. A cross-sectional area perpendicular to a first direction D1 in the first elastic segment 1 or the second elastic segment 2 is greater than a cross-sectional area perpendicular to the first direction D1 in the energy dissipation segment 3.SELECTED DRAWING: Figure 1
【課題】建築構造体を補強する特に建築物の構造体の間に設置される鋼板ダンパーを提供する。【解決手段】前記鋼板ダンパーは、前記建築構造体の第１部材６１と、第１部材６１に対向する第２部材６２との間に設置され、第１弾性部１、第２弾性部２、エネルギー散逸部３、第１端板４、第２端板５を備える。前記第１弾性部１または前記第２弾性部２における第１方向Ｄ１に垂直な断面の面積は、前記エネルギー散逸部３における前記第１方向Ｄ１に垂直な断面の面積より大きい。【選択図】図１
T-SECTION-STIFFENED STEEL PANEL DAMPER
Ｔ形断面の強化型鋼板ダンパー
TSAI KEH-CHYUAN (Autor:in) / CHEN WEI-DAR (Autor:in) / WU AN-CHIEN (Autor:in)
01.05.2024
Patent
Elektronische Ressource
Japanisch