Open Access
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).read more
Citations
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Journal ArticleDOI
A Modified Frequency-Dependent Equivalent Linear Method for Seismic Site Response Analyses and Model Validation using KiK-Net Borehole Arrays
TL;DR: In this paper, a modified frequency-dependent equivalent linear method (M-FD-EQL) was proposed to improve 1D site response at high frequencies, where a combination factor was used to interpolate the strain spectrum.
Dissertation
Analysis of the local site effects on the amplification of seismic ground motion in Croatia
TL;DR: In this article, the analysis of the local site effects on the amplification of seismic ground motions in Croatia was performed using 1-D equivalent-linear (EQL) stochastic Random Vibration Theory (RVT) method.
Journal ArticleDOI
Characteristics of cyclic undrained model SANISAND-MSu and their effects on response of monopiles for offshore wind structures
Haoyuan Liu,Amir M. Kaynia +1 more
TL;DR: In this paper, an in-depth understanding of the behaviour of monopile-soil interaction is required to reduce the cost of monopiles for offshore wind turbines for wind turbines.
Journal ArticleDOI
Evaluation of the Nonlinear Seismic Response of an Earth Dam: Nonparametric System Identification
TL;DR: In this paper, a system identification framework is proposed to investigate the nonlinear dynamic response of massive earth dams using the seismic motion recorded by a sparse array of accelerometers, which includes a methodical step of nonparametric analyses to characterize the involved loading conditions and response mechanisms.
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Spatial Variation of Magnitude Scaling Factors During the 2010 Darfield and 2011 Christchurch, New Zealand, Earthquakes
TL;DR: In this article, the significance of the spatial variation of magnitude scaling factors (MSF) on liquefaction triggering was investigated at 15 SMS sites across Christchurch and its surroundings using two established approaches.
References
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Journal ArticleDOI
Shear modulus and damping in soils: design equations and curves
TL;DR: In this paper, an equation and graph for the determination of shear modulus and damping of soils for use in design problems involving repeated loading or vibration of soils, are presented.
Journal ArticleDOI
Effect of Soil Plasticity on Cyclic Response
Mladen Vucetic,Ricardo Dobry +1 more
TL;DR: In this article, a study on the influence of the plasticity index (PI) on the cyclic stress-strain parameters of saturated soils needed for site response evaluations and seismic microzonation is presented.
Journal ArticleDOI
Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils
TL;DR: In this article, a simple relationship is proposed to relate the shear modulus of a cohesionless soil to a modulus stiffness coefficient, which is a soil property and depends on the characteristics of the soil, and the effective mean principal stress at any point in the soil.