首页> 外文OA文献 >STUDIES ON RESPONSE CONTROL TECHNOLOGIES FOR BUILDING STRUCTURES ―Part 1 Performance Tests of the Viscous Damping Walls for Large Damping Structures―
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STUDIES ON RESPONSE CONTROL TECHNOLOGIES FOR BUILDING STRUCTURES ―Part 1 Performance Tests of the Viscous Damping Walls for Large Damping Structures―

机译:建筑结构响应控制技术研究 - 大阻尼结构粘性阻尼墙的第1部分性能试验 -

摘要

The "Structural Response Control Technology" herein described is a new methodology which realizes structures having artificial large damping by the "Viscous Damping Wall(in brief VD-Wall)" . The VD-Wall is a wall-shaped powerful passive energy dissipator consisting of a pair of vertical steel plates filled with high ciscous fluid.This part reports the results of performance testss using full scale VD-Wallsconducted to grasp the damping characteristics of VD-Walls.The following facts were revealed;l)The viscous resistant force Qw generated in the VD-Wall can be represented by the sum of damping force Qd and restoring force Qk( Qw=Qd+Qk). The former Qd is proportional to the velocity gradient (dV/dy) raised to the α power,the latter Qk to the relative displacement(δ) raised to the (1+β)power.2)The value of exponent α is substantially constant regardless of the viscosity of fluid. And the value of β is also constant regardless of the viscosity.3)The damping capability of the VD-Wall during out-plane deformation is virtually the same as one when it is not deformed.
机译:在此描述的“结构响应控制技术”是一种新的方法,该方法通过“粘性阻尼墙(简称VD-Wall)”实现具有人为大阻尼的结构。 VD-Wall是一种壁状强大的被动式能量消散器,由一对填充有高粘性流体的垂直钢板组成。本部分报告了使用全尺寸VD-Walls进行的性能测试结果,该测试旨在掌握VD-Walls的阻尼特性揭示了以下事实:l)在VD墙中产生的粘性阻力Qw可以用阻尼力Qd和恢复力Qk之和表示(Qw = Qd + Qk)。前一个Qd与提高到α幂的速度梯度(dV / dy)成正比,后一个Qk与提高到(1 +β)幂的相对位移(δ)成正比。2)指数α的值基本恒定无论流体的粘度如何。并且β的值也与粘度无关,也是恒定的。3)VD-Wall在平面外变形时的阻尼能力实际上与不变形时的阻尼能力相同。

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