Nonlinear analysis of rock-fill dams to non-stationary excitation by the stochastic Wilson-θ method

Author:

Hacıefendioğlu Kemal,Başağa Hasan Basri,Bayraktar Alemdar,Ateş Şevket

Publisher

Elsevier BV

Subject

Applied Mathematics,Computational Mathematics

Reference34 articles.

1. Transient response of a dynamic system under random excitation;Caughey;Journal of Applied Mechanics,1961

2. On the response of single and multi-degree of freedom systems to nonstationary random excitation;Hammond;Journal of Sound and Vibration,1968

3. First passage of nonstationary random process;Corotis;Journal of Engineering Mechanics Division – ASCE,1972

4. V.V. Bolotin, Statistical theory of the aseismic design of structures, in: Proceedings of the 2nd World Conference on Earthquake Engineering, Tokyo, vol. 2, 1960, pp. 1365–1374.

5. Response of a simple structures to a random earthquake like disturbance;Bogdanoff;Bulletin of the Seismological Society of America,1961

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