Viscous damping formulation and high frequency motion propagation in non-linear site response analysis

By Youssef M. A. Hashash, Duhee Park. 2002

199 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/5f41ab3366becc9d657f1c3fb4d3cb4419fc4867

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In Civil and Structural Engineering

1. Duhee Park
2. Youssef M. A. Hashash
3. S. Hartzell
4. R. Archuleta

Citations in the corpus

• Prediction of nonlinear soil effects (2004, background): “We do not consider variations in the thickness of the nonlinear column; however, this topic has been investigated elsewhere (Yu et al., 1993; Ni et al., 1997; Silva et al., 1998; Hashash and Park, 2002).”
• SOIL DAMPING FORMULATION IN NONLINEAR TIME DOMAIN SITE RESPONSE ANALYSIS (2004, methodology): “Both the frequency and time domain solutions are solved using the site response program DEEPSOIL [Hashash and Park, 2002].”