Time‐domain viscoelastic analysis of earth structures

By N. Makris, Jian Zhang. 2000

61 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/f8cb6a9165c22bcc6e1bf6683b66b536b168a5b0

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In Civil and Structural Engineering

1. G. Muscolino
2. Alessandro Palmeri

Citations in the corpus

• Response of beams resting on viscoelastically damped foundation to moving oscillators (2007, methodology): “the ‘Generalized Maxwell model’ [26] and the LPA (Laguerre Polynomial Approximation) technique [27], enable the timedomain dynamic analysis of linear hysteretic structures.”
• Identification of the parameters of the Kelvin-Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers (2010, unknown): “The methods, based on Prony series and Biot model, are proposed in papers [4,29,30].”