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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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Dynamic soil characterization and site response estimation for Erbaa, Tokat (Turkey)

TL;DR: In this paper, ground response analyses in Erbaa, Turkey, a settlement in the North Anatolian Fault Zone, using one-dimensional equivalent linear analysis and empirical approaches based on shear wave velocity profiles are evaluated and compared.
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Seismic performance of bridge piers: caisson vs pile foundations

TL;DR: In this paper, the role of foundation type and layout on the seismic response of a bridge pier is investigated, where a caisson and a 3×3 pile foundation are considered as suitable design options.
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Geophysical Study and 3-D Modeling of Site Effects in Viña del Mar, Chile

TL;DR: The Maule 2010 earthquake (Mw 8.8) produced damage to several buildings throughout Central Chile as discussed by the authors, particularly the case in downtown Vina del Mar, where an anomalous concentration of struct...
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MASTODON: An Open-Source Software for Seismic Analysis and Risk Assessment of Critical Infrastructure

TL;DR: In this paper, the authors present a risk assessment of safety critical infrastructure like hospitals, nuclear power plants, dams, and facilities handling radioactive materials using seismic analysis and risk assessment techniques.
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.
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Effect of Soil Plasticity on Cyclic Response

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.
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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.