Registro de evidencia del método

Nonlinear Time-History Analysis

Nonlinear time-history analysis is a numerical method that solves the equations of motion step-by-step in the time domain, using recorded or synthetic earthquake ground motions as input. Developed by Newmark in 1959, this approach captures the full dynamic response of structures including material nonlinearity, geometric effects, and energy dissipation mechanisms.

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Nonlinear Time-History Analysis for Seismic Response

Registro del método taxonómico · process-pipeline / civil-engineering

Newmark, N. M. (1959). A method of computation for structural dynamics. Journal of the Engineering Mechanics Division, 85(3), 67-94. · DOI 10.1061/JMCEA3.0000098
Clough, R. W., & Penzien, J. (1993). Dynamics of Structures (2nd ed.). McGraw-Hill. · ISBN 0-07-011394-7
Hilber, H. M., Hughes, T. J., & Taylor, R. L. (1976). Improved numerical dissipation for time integration algorithms in structural dynamics. Earthquake Engineering & Structural Dynamics, 5(3), 283-292. · DOI 10.1002/eqe.4290050306

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