Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a design method of a viscous damping wall, which is characterized in that the viscous damping wall is a viscous damping wall, the mutual insertion distance of a front plate anda rear plate in a first single plate is L, the screw pitch of a first-class horizontal screw is p, and the radius of a gear is r2; in an initial state, the calculation length of the first single plate is T, namely, in the initial state, the distance between the circle center of a first vertical rod hinged to a front plate of the first single plate and the circle center of a first vertical rod hinged to the front plate of the first single plate is T; and a calculation formula of Xmax is given. By adopting the design method of the viscous damping wall, the viscous damping wall can be effectively designed.
本发明公开了一种粘滞阻尼墙的设计方法，其为粘滞阻尼墙，第一单板中的“前部板与后部板”相互插入的距离为L，第一类水平螺杆的螺距为p、齿轮的半径为r2；初始状态下，第一单板的计算长度为T，即初始状态下，第一单板的前部板铰接的第一竖向杆的圆心与第一单板的前部板铰接的第一竖向杆的圆心之间的距离为T；给出了Xmax的计算公式。采用本申请的一种粘滞阻尼墙的设计方法，能够有效的设计粘滞阻尼墙。
The invention discloses a design method of a viscous damping wall, which is characterized in that the viscous damping wall is a viscous damping wall, the mutual insertion distance of a front plate anda rear plate in a first single plate is L, the screw pitch of a first-class horizontal screw is p, and the radius of a gear is r2; in an initial state, the calculation length of the first single plate is T, namely, in the initial state, the distance between the circle center of a first vertical rod hinged to a front plate of the first single plate and the circle center of a first vertical rod hinged to the front plate of the first single plate is T; and a calculation formula of Xmax is given. By adopting the design method of the viscous damping wall, the viscous damping wall can be effectively designed.
本发明公开了一种粘滞阻尼墙的设计方法，其为粘滞阻尼墙，第一单板中的“前部板与后部板”相互插入的距离为L，第一类水平螺杆的螺距为p、齿轮的半径为r2；初始状态下，第一单板的计算长度为T，即初始状态下，第一单板的前部板铰接的第一竖向杆的圆心与第一单板的前部板铰接的第一竖向杆的圆心之间的距离为T；给出了Xmax的计算公式。采用本申请的一种粘滞阻尼墙的设计方法，能够有效的设计粘滞阻尼墙。
Design method of viscous damping wall
一种粘滞阻尼墙的设计方法
ZHENG XIUPING (Autor:in)
05.01.2021
Patent
Elektronische Ressource
Chinesisch