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Development of a new family of normalized modulus reduction and material damping curves

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The article was published on 2001-08-01 and is currently open access. It has received 810 citations till now. The article focuses on the topics: Reduction (complexity).

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Citations
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NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s

TL;DR: In this article, a new empirical ground motion model for PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01-10 s was presented.
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Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

TL;DR: The results of cyclic tests indicate that the Chinese criteria are not reliable for determining the liquefaction susceptibility of fine-grained soils as discussed by the authors, and the plasticity index (PI) is a better indicator of soil susceptibility.
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Normalized shear modulus and material damping ratio relationships

TL;DR: In this article, a modified hyperbolic model and a statistical analysis of existing Resonant Column and Torsional Shear test results for 122 specimens obtained from South Carolina, North Carolina, and Alabama are presented.
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Damping formulation for nonlinear 1D site response analyses

TL;DR: In this article, the authors presented two new soil damping formulations implemented in nonlinear one-dimensional site response analysis for small and large strains, which were used separately and simultaneously in non-linear site response analyses.
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Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures

TL;DR: In this article, exact linear frequency-domain solutions for body wave propagation through an elastic medium are used to establish guidelines for two issues that have long been a source of confusion for users of nonlinear codes.
References
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Dissertation

Simultaneous Inversion of Rayleigh Phase Velocity and Attenuation for Near-Surface Site Characterization

Carlo G. Lai
TL;DR: In this article, the authors present the simultaneous inverse inversion of Rayleigh Phase Velocity and Attenuation for Near-Surface Site at a near-surface site at the Georgia Institute of Technology.

Seismic-Wave-Based Testing In Geotechnical Engineering

TL;DR: A brief review of the fundamental concepts of seismic wave testing as applied in geotechnical engineering is presented in this paper, where case histories are illustrated through case histories, which also highlight some of the strengths and inherent limitations of the methods.

Effects of various parameters on the stiffness and damping of soils at small to medium strains

TL;DR: The results of three different dynamic laboratory studies are presented in this paper, where the effects of anisotropic stress state and inherent anisotropy on the small-strain stiffness of the soil skeleton are evaluated.