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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
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Site characterization at Treasure Island and Delaney Park downhole arrays by heterogeneous data assimilation.
TL;DR: In this paper, a joint inversion of earthquake acceleration time series and experimental surface wave dispersion data is used to estimate compression and shear wave velocity (Vp and Vs, respectively) and damping at Treasure Island and Delaney Park downhole arrays.
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A Study on the Applicability of Amplification Factor to Estimate Peak Ground Acceleration of Pohang Area
TL;DR: In this paper, ground response analysis has been conducted for each borehole data in Pohang area, using 1D equivalent linear method program, to investigate the applicability of amplification factor to estimate peak ground acceleration.
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Seismic hazard evaluation using site response analysis and amplitude parameters at Hawassa town, Main Ethiopian Rift
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Insights into Large-Strain Site Response from Downhole Array Data
Boqin Xu,Ellen M. Rathje +1 more
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
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.
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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.