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Performance assessment and optimization of fluid viscous dampers through life-cycle cost criteria and comparison to alternative design approaches

机译:通过生命周期成本标准以及与替代设计方法的比较,对流体粘性阻尼器进行性能评估和优化

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摘要

The performance assessment and optimal design of fluid viscous dampers through life-cycle cost criteria is discussed in this paper. A probabilistic, simulation-based framework is described for estimating the life-cycle cost and a stochastic search approach is developed to support an efficient optimization under different design scenarios (corresponding to different seismicity characteristics). Earthquake losses are estimated using an assembly-based vulnerability approach utilizing the nonlinear dynamic response of the structure whereas a point source stochastic ground motion model, extended here to address near-fault pulse effects, is adopted to describe the seismic hazard. Stochastic simulation is utilized for estimation of all the necessary probabilistic quantities, and for reducing the computational burden a surrogate modeling methodology is integrated within the framework. Two simplified design approaches are also examined, the first considering the optimization of the stationary response, utilizing statistical linearization to address nonlinear damper characteristics, and the second adopting an equivalent lateral force procedure that defines a targeted damping ratio for the structure. These designs are compared against the optimal life-cycle cost one, whereas a compatible comparison is facilitated by establishing an appropriate connection between the seismic input required for the simplified designs and the probabilistic earthquake hazard model. As an illustrative example, the retrofitting of a three-story reinforced concrete office building with nonlinear dampers is considered.
机译:本文讨论了通过生命周期成本标准进行的流体粘性阻尼器的性能评估和优化设计。描述了一种基于概率的基于模拟的框架,用于估算生命周期成本,并开发了一种随机搜索方法来支持在不同设计方案(对应于不同地震烈度)下的有效优化。使用基于结构的非线性动力响应的基于装配的易损性方法来估计地震损失,而此处采用扩展的点源随机地震动模型来描述近断层脉冲效应,来描述地震危险。随机模拟用于估计所有必要的概率量,并且为减少计算负担,在框架内集成了替代建模方法。还研究了两种简化的设计方法,第一种考虑静态响应的优化,利用统计线性化解决非线性阻尼器特性,第二种采用等效横向力程序,该程序定义了结构的目标阻尼比。将这些设计与最佳生命周期成本进行了比较,而通过在简化设计所需的地震输入与概率地震灾害模型之间建立适当的连接,可以促进兼容的比较。作为说明性示例,考虑了使用非线性阻尼器对三层钢筋混凝土办公楼的改造。

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