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Site Characterization for Site Response Analysis in Performance Based Approach

open access: yes, 2022
The local seismic hazard analysis would yield probabilistic uniform hazard acceleration response spectrum on the engineering bedrock outcrop. Thus, site-specific response analyses need to produce a probabilistic uniform hazard acceleration response spectrum on the ground surface.
Tönük, Gökçe, Ansal, Atilla
core   +4 more sources

Site response analysis in performance based approach

open access: yesSoil Dynamics and Earthquake Engineering
A performance based approach for site response analysis requires a probabilistic approach accounting for the observed variability in soil stratification and engineering properties of the soil layers. The major variability in site-specific response analysis arises from the uncertainties induced by the (a) local seismic hazard assessment, (b) selection ...
Atilla Ansal   +2 more
core   +4 more sources

Parametric study of site response analysis

Soil Dynamics and Earthquake Engineering, 1991
Abstract Analytical methods for site response analysis include many parameters that could affect earthquake ground motions and corresponding response spectra. It is important to investigate the effect of these parameters on site response analysis in order to make confident evaluations of earthquake ground motons at site.
H.H.M. Hwang, null Chen Sam Lee
exaly   +2 more sources

A hypoplastic model for site response analysis

Soil Dynamics and Earthquake Engineering, 2009
Site response analyses must take into account the nonlinear behavior of soils. This is typically achieved using an equivalent linear approach or using numerical analyses with an appropriate constitutive model. In this work a family of hypoplastic models is proposed for use in site response analyses.
Adrian Rodriguez-Marek
exaly   +2 more sources

Site Response Analysis of Liquefying Sites

GeoCongress 2012, 2012
Two case histories of liquefaction at down-hole array stations were analyzed using one-dimensional dynamic site response procedures with three different constitutive models for liquefiable soils. The two sites were the Port Island Array in the 1995 Kobe Earthquake and the Wildlife Liquefaction Array in the 1987 Superstition Hills Earthquake.
K. Ziotopoulou   +2 more
openaire   +1 more source

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