@ARTICLE{Tiliouine_B._Nieliniowe_2016,
 author={Tiliouine, B. and Chemali, B.},
 number={No 1},
 journal={Archives of Civil Engineering},
 pages={11-24},
 howpublished={online},
 year={2016},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The object of the present study is to investigate the influence of damping uncertainty and statistical correlation on the dynamic response of structures with random damping parameters in the neighbourhood of a resonant frequency. A Non-Linear Statistical model (NLSM) is successfully demonstrated to predict the probabilistic response of an industrial building structure with correlated random damping. A practical computational technique to generate first and second-order sensitivity derivatives is presented and the validity of the predicted statistical moments is checked by traditional Monte Carlo simulation. Simulation results show the effectiveness of the NLSM to estimate uncertainty propagation in structural dynamics. In addition, it is demonstrated that the uncertainty in damping indeed influences the system response with the effects being more pronounced for lightly damped structures, higher variability and higher statistical correlation of damping parameters.},
 type={Artykuły / Articles},
 title={Nieliniowe modelowanie statystyczne niepewności tłumieniaw dynamice konstrukcyjnej},
 title={A nonlinear statistical approach for damping uncertainty propagation in structural dynamics},
 URL={http://journals.pan.pl/Content/84068/mainfile.pdf},
 keywords={tłumienie skorelowane, niepewność odpowiedzi dynamicznej, symulacja Monte Carlo, nieliniowy model statystyczny, Uncertainty propagation, correlated damping, structural dynamics, sensitivity derivatives, Monte Carlo simulation, nonlinear statistical model},
}