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Practical Application of Mass Type Damper for Wind-Induced Vibration Control of Super-Tall Buildings

机译:质量阻尼器在超高层建筑风振控制中的实际应用

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In this paper, a mass damper was proposed and the plan on its practical application for windinducedrnvibration control of a super-tall building was introduced. The damper was developed torngenerate forces which were calculated by both linear and nonlinear control algorithms. A controllerrnin which the control algorithms were embedded was developed and it was verified throughrnexperiments that the damper with the controller could show dynamic behavior as a designer hadrnintended. A preliminary design of a super-tall building with the damper was conducted. As arnnonlinear algorithm, decentralized control algorithm which only requires to measure damperinstalledrnfloor response in order to calculate the control force was proposed. Simulation resultsrnindicated that the proposed damper could provide better or at least equivalent control performancernthan the usual active/hybrid type damper controlled just by existing linear control algorithms.
机译:本文提出了一种质量阻尼器,并介绍了其在超高层建筑风致振动控制中的实际应用方案。阻尼器是通过线性和非线性控制算法计算得出的扭转力。开发了一种嵌入了控制算法的控制器,并通过实验验证了带有控制器的阻尼器可以表现出设计者所期望的动态行为。对带有阻尼器的超高层建筑进行了初步设计。提出了一种非线性控制算法,即分散控制算法,该算法只需要测量安装在减震器上的地板的响应就可以计算出控制力。仿真结果表明,与仅由现有线性控制算法控制的通常的主动/混合型阻尼器相比,所提出的阻尼器可以提供更好的或至少等效的控制性能。

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