First-order doubly-asymptotic formulation of the direct stiffness method for elastodynamic problems-Reference-Cited by-同舟云学术

First-order doubly-asymptotic formulation of the direct stiffness method for elastodynamic problems

Published:2014-12 Issue: Volume:67 Page:273-289
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ceballos Marcelo A.,Prato Carlos A.

Funder

Consejo Nacional de Investigaciones Científicas y Técnicas (CONICET)

Secretaría de Ciencia y Tecnología, Universidad Nacional de Córdoba, Argentina

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

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2. Kausel E. An explicit solution for the Green functions for dynamic loads in layered media. MIT research report R81-13. Department of Civil Engineering, Cambridge; 1981.

3. Park J. Wave motion in finite and infinite media using the Thin-Layer Method. PhD thesis. Department of Civil and Environmental Engineering, MIT, Cambridge, MA; 2002.

4. Finite dynamic model for infinite media;Lysmer;J Eng Mech Div-ASCE,1969

5. An efficient approach for dynamic impedance of surface footing on layered half-space;Lin;Soil Dyn Earthquake Eng,2013

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2. Numerical evaluation of integrals involving the product of two Bessel functions and a rational fraction arising in some elastodynamic problems;Journal of Computational and Applied Mathematics;2017-03

3. Analysis of Acoustic-Structure Interaction Using a High-Order Doubly Asymptotic Approximation;Journal of Computational Acoustics;2016-03