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Simulation-based Robust Design Of Mass Dampers For Response Mitigation Of Tension Leg Platforms

机译:基于仿真的减振器减振腿平台稳健设计

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摘要

A robust stochastic design framework is discussed for design of mass dampers. The focus is on applications for the mitigation of the coupled heave and pitch response of Tension Leg Platforms under stochastic sea excitation. The framework presented fully addresses the complex relationship between the coupled dynamics of the platform, the stochastic excitation and the vibration of the dampers. Model parameters that have some level of uncertainty are probabilistically described. In this probabilistic setting, the system reliability is adopted as the design objective. Stochastic simulation is considered for evaluation of the system model response and the overall reliability performance. This way, all nonlinear characteristics of the structural response and environmental excitation are explicitly incorporated into their respective models. An efficient algorithm is discussed for performing the challenging stochastic design optimization. The ideas are illustrated in an application involving a tension leg platform with closely spaced frequencies for the heave and pitch degrees of freedom.
机译:讨论了用于质量阻尼器的鲁棒随机设计框架。重点是在缓解随机海浪激励下张力腿平台的起伏和俯仰响应耦合方面的应用。提出的框架充分解决了平台耦合动力学,随机激励和阻尼器振动之间的复杂关系。概率性地描述了具有一定程度不确定性的模型参数。在这种概率设置中,将系统可靠性作为设计目标。考虑使用随机模拟来评估系统模型响应和整体可靠性。这样,结构响应和环境激励的所有非线性特征都明确地纳入了它们各自的模型。讨论了用于执行具有挑战性的随机设计优化的有效算法。在涉及张力腿平台的应用中说明了这些想法,该平台具有紧密间隔的升沉和俯仰自由度频率。

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