Stochastic optimization of uncertain viscous dampers for energy-dissipation structures under random seismic excitations. (1st February 2022)

• Record Type: Journal Article
• Authors: Xian, Jianhua; Su, Cheng
• Is Part Of: Mechanical systems and signal processing. Volume 164(2022)
• Publication Date: 2022-02-01
• Subjects: Stochastic optimization -- Nonlinear viscous damper -- Explicit time-domain method -- Monte-Carlo simulation -- Method of moving asymptotes; Structural dynamics -- Periodicals; Vibration -- Periodicals; Constructions -- Dynamique -- Périodiques; Vibration -- Périodiques; Structural dynamics; Vibration; Periodicals; 621
• DOI: 10.1016/j.ymssp.2021.108208
• Languages: English
• ISSNs: 0888-3270

Abstract

Highlights: An effective analysis framework is proposed for stochastic optimization of nonlinear viscous dampers for energy-dissipation structures. Both random seismic excitations and uncertain damper parameters are considered in the stochastic optimization framework. The repetitive nonlinear time-history response and sensitivity analyses involved in MCS are conducted using the efficient explicit time-domain method. The present approach is applied to the stochastic optimal design of nonlinear viscous dampers installed on a suspension bridge. Abstract: Energy-dissipation devices have been widely used for seismic mitigation of civil structures. Stochastic optimization of energy-dissipation devices has emerged as an appealing means to achieve optimal seismic performance of structures in uncertain environment. This paper proposes an effective optimization framework for nonlinear viscous dampers of large-scale structures in consideration of both random seismic excitations and uncertain damper parameters. A dimension-reduced explicit time-domain method (ETDM) is employed for nonlinear time-history analysis of seismic responses and response sensitivities with respect to the nominal parameters of uncertain viscous dampers. To obtain the statistical moments of critical responses and the corresponding moment sensitivities, the high-efficient ETDM is then used in conjunction with the Monte-Carlo simulation (MCS) with sufficient samples of seismic excitation and damper parameters. The stochastic response and sensitivity results are further utilized for stochastic optimization of the nominal values of damper parameters with the method of moving asymptotes (MMA). The present optimization framework represents a hybrid approach combining the existing ETDM, MCS and MMA. A large-scale suspension bridge installed with nonlinear viscous dampers with uncertain parameters is analyzed to demonstrate the feasibility of the proposed optimization framework, and the influence of the uncertainties of damper parameters on stochastic optimization is also investigated.