Multicomponent Nonlinear Stochastic Dynamic Analysis by Tail-Equivalent Linearization

Author:

Broccardo Marco1,Der Kiureghian Armen2

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of California, 760 Davis Hall, Berkeley, CA 94720 (corresponding author).

2. Taisei Professor of Civil Engineering, Dept. of Civil and Environmental Engineering, Univ. of California, 760 Davis Hall, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference40 articles.

1. Stochastic linearization of multi-degree-of-freedom non-linear systems

2. Bouc R. (1967). “Forced vibration of mechanical systems with hysteresis.” Proc. 4th Conf. Non-Linear Oscillation Prague Czechoslovakia 315–315.

3. Broccardo M. (2014). “Further development of the tail-equivalent linearization method for nonlinear stochastic dynamics.” Ph.D. thesis Univ. of California at Berkeley Berkeley CA.

4. Broccardo M. and Der Kiureghian A. (2013). “Non-stationary Stochastic Dynamic Analysis by Tail-Equivalent Linearization.” Proc. 11th Int. Conf. Structural Safety and Reliability ICOSSAR 2013 Columbia Univ. New York.

5. Broccardo M. and Der Kiureghian A. (2014). “Simulation of near-fault ground motions using frequency-domain discretization.” Proc. 10th National Conf. on Earthquake Engineering Earthquake Engineering Research Institute Anchorage AK.

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