Fuzzy Structural Analysis of a Tuned Mass Damper Subject to Random Vibration

The uncertainty is a typical feature of each human activity since the greatest part of the information is always affected by a sure level of scattering. Different methodologies which deal with the uncertainty of the real problems exist. The principal aim of this paper is to present an innovative hybrid approach which combines fuzzy and stochastic theories in facing the structural analysis of a tuned mass damper subject to a dynamic random load, modelled by a modulated filtered white noise. In this work the parameters involved in the structural analysis will be considered uncertain and supposed fuzzy sets to take into account the effects of lexical and informal uncertainties which cannot be studied in a probabilistic way. The system analysis is conducted by means of 𝛼-level optimization technique. Successively, a numerical example is presented to show the effectiveness of the proposed procedure. Moreover, a sensitivity analysis is performed to expose the variation of the structural response membership function considering different input values. Finally, a comparison between the response nominal value and the fuzzificated one is proposed to obtain a structural amplification factor.

[1]  Izuru Takewaki,et al.  Info-gap robust design with load and model uncertainties , 2005 .

[2]  P. C. Jennings,et al.  Simulated earthquake motions , 1968 .

[3]  Feng-Hsiag Hsiao,et al.  Fuzzy controllers for nonlinear interconnected tmd systems with external force , 2005 .

[4]  G. Marano,et al.  Stochastic optimum design of linear tuned mass dampers for seismic protection of high towers , 2008 .

[5]  Wei-Ling Chiang,et al.  Wind-induced vibration of high-rise building with tuned mass damper including soil–structure interaction , 2008 .

[6]  Chen-Yuan Chen,et al.  Modeling, H∞ Control and Stability Analysis for Structural Systems Using Takagi-Sugeno Fuzzy Model , 2007 .

[7]  Jeong-Hoi Koo,et al.  Semiactive Tuned Mass Damper for Floor Vibration Control , 2007 .

[8]  Marco Savoia,et al.  Structural reliability analysis through fuzzy number approach, with application to stability , 2002 .

[9]  Hans Anton Buchholdt Structural Dynamics for Engineers , 1997 .

[10]  T. T. Soong,et al.  Supplemental energy dissipation: state-of-the-art and state-of-the- practice , 2002 .

[11]  W. Graf,et al.  Fuzzy structural analysis using α-level optimization , 2000 .

[12]  Giuseppe Marano,et al.  Constrained reliability-based optimization of linear tuned mass dampers for seismic control , 2007 .

[13]  Cheng-Wu Chen,et al.  T-S fuzzy controllers for nonlinear interconnected systems with multiple time delays , 2005, IEEE Trans. Circuits Syst. I Regul. Pap..

[14]  Y. K. Wen,et al.  Modeling of nonstationary ground motion and analysis of inelastic structural response , 1990 .

[15]  F. Rüdinger Optimal vibration absorber with nonlinear viscous power law damping and white noise excitation , 2006 .

[16]  Giuseppe Marano,et al.  Robust optimum design of tuned mass dampers devices in random vibrations mitigation , 2008 .

[17]  Sylvain Lignon,et al.  A robust approach for seismic damage assessment , 2007 .

[18]  Wolfgang Graf,et al.  Time-dependent reliability of textile-strengthened RC structures under consideration of fuzzy randomness , 2006 .

[19]  Liangjian Hu,et al.  Analysis of dynamical systems whose inputs are fuzzy stochastic processes , 2002, Fuzzy Sets Syst..