Nonlinear analysis of rock-fill dams to non-stationary excitation by the stochastic Wilson-\(\theta \) method

DOI10.1016/j.amc.2007.04.053zbMath1193.86005OpenAlexW1985672645MaRDI QIDQ990679

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

Publication date: 1 September 2010

Published in: Applied Mathematics and Computation (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.amc.2007.04.053

zbMATH Keywords

stochastic analysisrock-fill damdeconvolution ground motionnon-stationary excitationstochastic Wilson-\(\theta \) method

Mathematics Subject Classification ID

Seismology (including tsunami modeling), earthquakes (86A15) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60) Random vibrations in dynamical problems in solid mechanics (74H50)

Related Items

Estimation of stochastic nonlinear dynamic response of rock-fill dams with uncertain material parameters for non-stationary random seismic excitation

Uses Software

• QUAD4M
• SHAKE91

Cites Work

• Random vibration of a nonlinearly deformed beam by a new stochastic linearization technique
• Transient Response of a Dynamic System Under Random Excitation
• The stochastic central difference method in structural dynamics
• Recursive expressions for random response of nonlinear systems
• Direct integration operators and their stability for random response of multi-degree-of-freedom systems
• A stochastic version of the newmark family of algorithms for discretized dynamic systems
• On the response of single and multidegree of freedom systems to non-stationary random excitations
• Effects of time step in stochastic central difference method
• The stochastic Newmark algorithm for random analysis of multi-degree-of-freedom nonlinear systems
• Introduction to Non-Linear Mechanics. (AM-11)