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

Mehmet Baris Darendeli
About: 
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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Dissertation

Numerical Modelling of a Pile Model Test with Focus on Small-strain Stiffness

Jørn Hetland
TL;DR: In this paper, the authors investigated the dynamic characteristics of a 1:20 scale model of a monopile offshore wind turbine foundation and found that the eigenfrequency and damping properties of the soil were also time-dependent or more correctly amplitude-dependent.
Journal ArticleDOI

Fragility curves for rapid assessment of earthquake-induced damage to earth-retaining walls starting from optimal seismic intensity measures

Renato Maria Cosentini, +2 more
- 01 Jan 2022 - 
TL;DR: In this paper, a set of fragility functions for earth-retaining structures, which adopt as input the Intensity Measures (IMs) best correlated to the response of the walls, is proposed.
Dissertation

Enabling Full-Scale Soil-Structure Interaction Modeling through Analysis of a Geotechnical Laminar Box and Real-time Dynamic Hybrid Simulation

Joseph Colletti
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Effect of site amplification on inelastic seismic response

Shrabony Adhikary, +1 more
- 01 Jul 2019 - 
TL;DR: In this article, the effect of seismic intensity and ductility demand, on the effective periods, is investigated, and inelastic site amplification is shown to be strongly correlated to the normalized effective period.
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Comparison between Ramberg-Osgood and Hardin-Drnevich soil models in Midas GTS NX

Majd Ahmad, +1 more
- 29 May 2021 - 
TL;DR: In this paper, two widely used material models for predicting the dynamic behavior of soils, the Ramberg-Osgood and Hadrin-Drnevich models, were used to calibrate and evaluate the model built in the finite element software Midas GTS NX.
References
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Journal ArticleDOI

Shear modulus and damping in soils: design equations and curves

Bobby O. Hardin, +1 more
- 01 Jul 1972 - 
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

Mladen Vucetic, +1 more
- 01 Jan 1991 - 
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.

SHAKE-A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites

P. B. Schnabel

Soil moduli and damping factors for dynamic response analyses

H. B. Seed
Journal ArticleDOI

Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils

H. Bolton Seed, +3 more
- 01 Nov 1986 - 
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.