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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).read more
Citations
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Comparison of Random Vibration Theory and Time Series Seismic Site Response Analyses
Albert R. Kottke,Ellen M. Rathje +1 more
Proceedings ArticleDOI
Seismic Analysis for the Foundation of a Tailings Dam in Peru
TL;DR: In this paper, a simple model for 1D seismic response based on propagation of vertical shear wave through a layered viscoelastic medium and a 2D numerical model based on the finite element method and specific constitutive relationships for the different soil types were used.
Journal ArticleDOI
Considering SSI by an equivalent linear method for nonlinear analysis of concrete moment frames
Alireza Khaloo,Hossein Omidi +1 more
TL;DR: In this article, the authors evaluate the effects of Soil-Structure Interaction (SSI) on the seismic response of multi-story concrete frames subjected to earthquake ground motions.
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Seismic performance of soil–tunnel–building systems in stiff soils
TL;DR: In this paper , the authors present the results gathered from the seismic instrumentation after recording five low-to high-magnitude earthquakes (i.e. ranging from 4.8 to 7.7 Mw) from both interface and intraplate events.
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.