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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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Simplified engineering geomorphic unit-based seismic site characterization of the detailed area plan of Dhaka city, Bangladesh
Shakhawate Hossain,Muneyoshi Numada,Momtahina Mitu,Kishor Timsina,C. Krisna,Md. Zillur Rahman,A. S. M. Maksud Kamal,Kimiro Meguro +7 more
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Ingeniería y Desarrollo
TL;DR: Reflexion acerca del desarrollo e impacto de la ingenieria en nuestro pais a traves de la evolucion de la Universidad desde su creacion como Universidad Tecnica del Estado hasta la actualidad, la cual lleva por nombre Universidad de Santiago de Chile, en mencion al 11° Aniversario de la Facultad de Ingenieria as mentioned in this paper .
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Soil-structure interaction: A state-of-the-art review of modeling techniques and studies on seismic response of building structures
TL;DR: In this paper , an overview of the consequences of dynamic soil-structure interaction (SSI) on building structures and the available modelling techniques to resolve SSI problems is provided.
Proceedings ArticleDOI
Effect of MICP Treatment in Modulus Reduction and Damping Curves on Poorly Graded Sand and Nonlinear Site Response Analysis
Journal ArticleDOI
PSHA Compatible Probabilistic Seismic Site Response Analysis for Oslo, Norway
Brian Carlton,Amir M. Kaynia +1 more
TL;DR: In this paper, a site-response analysis for the city of Oslo, Norway was performed using Monte Carlo simulations to capture uncertainty in the site profile, and the analysis showed that shallower soil profiles have larger uniform hazard spectra (UHS) values at short periods and smaller UHS values at long periods.
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.