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Site Response Analysis using the Preisach Formalism
Civil-Comp Proceedings, 2009In the framework of the modeling the mechanical behavior of soils a new model based on the Preisach formalism is proposed. Due to its abstract nature, the Preisach model of hysteresis is quite versatile and able to represent complex hysteretic behaviors such us those present in soils subjected to cyclic or dynamic loadings.
Cacciola P. +2 more
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Stochastic 1D site response analysis at a site in central Italy
Soil Dynamics and Earthquake Engineering, 2011Site response analysis is strongly influenced by the uncertainty associated to the definition of soil properties and model parameters. Deterministic, or even parametric analyses are unable to systematically assess such uncertainty, since the site characterisation can hardly be sufficiently accurate for a deterministic prediction of site response and ...
Maria Rota +2 more
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1987
In this report, a review of the site response assessment methhodologies in current use for engineering oriented investigations will be made. Emphasis will be on the treatments involving visco-elastic and non-linear material behavior. Simple applications based on SH-wave fields will be covered to illustrate the use of these methodologies.
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In this report, a review of the site response assessment methhodologies in current use for engineering oriented investigations will be made. Emphasis will be on the treatments involving visco-elastic and non-linear material behavior. Simple applications based on SH-wave fields will be covered to illustrate the use of these methodologies.
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Site Response Analysis for “Side” Soil Profiles
Earthquake Engineering. Construction Safety, 2020The authors suggest a new procedure of Site Response Analysis (SRA) for the so-called “side” (or additional) soil profiles – Low Boundary (LB) and Upper Boundary (UB). Standards require the analyses of these profiles in addition to the Best Estimate profile (BE) to account for the uncertainty in the input data about soil properties. The authors suggest
Alexander Tyapin, Nikita Antonov
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Site response analysis: a comparison of methods and scales
2002Abstract not available.
Venkatesan, Srikanth +5 more
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Effective stress analysis of seismic site response
International Journal for Numerical and Analytical Methods in Geomechanics, 1986AbstractA procedure is presented which allows site response analyses to be performed with any general multidimensional finite element analysis package. Numerical results which corrorate the theory are presented. Also, as an illustration of the procedure, results of an effective stress analysis for the scismic response and liquefaction of a horizontally
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Record Selection for Performing Site-Specific Response Analysis
2016Compared to the coded based simplified method (Sect. 6.2), site specific response analysis (Sect. 4.3) is a more refined method to determine ground motions. As presented in Sect. 3.2.1, even though the P-waves arrive first and cause the vertical shaking of the ground, it is normally the shear waves that cause strong horizontal ground motions and ...
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Considerations in the analysis of site‐specific dichotomous responses
Journal of Periodontal Research, 1992J C, Gunsolley, A M, Best
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Site-Response Analysis in Geotechnical Earthquake Engineering
2017Unlike the loads generated by the wind, waves, current, and ice, which are due to the external forces applied on structures, earthquake loads are purely induced by the ground accelerations transferred to the foundation of the structures.
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