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The Institute of Theoretical and Applied Mechanics
11
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
SEISMIC EVALUATION OF EMBANKMENT-TYPE STRUCTURES WITH COUPLED HYDRO-MECHANICAL MODEL
Rapti, Ioanna
;
Voldoire, Francois
The response of geotechnical structures under earthquake loading is highly nonlinear and often leads to problems of slope stability, foundation settlement and soil liquef [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS26] The SINAPS@ French research project on integrated seismic risk assessment for nuclear safety .:
PDF
SINAPS@: A MULTIDISCIPLINARY FRENCH RESEARCH PROJECT TO IMPROVE THE SEISMIC RISK ANALYSIS OF NUCLEAR FACILITIES
Berge-Thierry, Catherine
;
Maoult, Alain Le
This contribution gives an overview of the SINAPS@ French research project (http://www.institutseism.fr/en/projects/sinaps/) which motivated the mini-symposium, and then [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS26] The SINAPS@ French research project on integrated seismic risk assessment for nuclear safety .:
PDF
PHYSICS-BASED SEISMIC SCENARIO OF THE 2007 CHUETSU-OKI EARTHQUAKE
Gatti, Filippo
;
Paolucci, Roberto
This study presents a preliminary calibration of a large-scale seismological model of the MW 6.6 Niigata-Ken Chuetsu-Oki (Japan) earthquake of July, 16th 2007. The strong [...]
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4.
Original version of the author's contribution as presented on USB, paper 4348.:
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Effect of the 2D Spatial Variability of Linear Soil Properties on the Spatial Variability of Surface Ground Motion
Salloum, Nancy
;
Massih, Dalia Youssef Abdel
Spatial variability of earthquake ground motion (SVEGM) refers to the differences in amplitude and phase between recordings of the same earthquake at different locations. [...]
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5.
Original version of the author's contribution as presented on USB, paper 3553.:
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The Sinaps@ French Research Project: First Lessons of An Integrated Seismic Risk Assessment for Nuclear Plants Safety
Wang, Fan
;
Berge-Thierry, Catherine
Whatever the level of seismicity of a country, the seismic risk has to be assessed and accounted in the frame of nuclear plant safety, from its design, during its operati [...]
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6.
Original version of the author's contribution as presented on USB, paper 1749.:
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Numerical Modeling of Discrete Spatial Heterogeneity in Seismic Risk Analysis: Application To Treatment of Liquefied Soil Foundations
Lopez-Caballero, Fernando
;
Montoya-Noguera, Silvana
A binary mixture model is proposed to study the effects on liquefaction-induced settlement after soil improvement based on the consideration of the added spatial variabil [...]
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7.
Original version of the author's contribution as presented on USB, paper 1765.:
PDF
Coupling of Soil-Structure Interaction and Nonlinear Response of Liquefiable Soils
Montoya-Noguera, Silvana
;
Lopez-Caballero, Fernando
The current seismic design philosophy is based on nonlinear behavior of structures where the foundation soil is often simplified by a modification of the input accelerati [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 14-0057.:
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Influence of 2D and 3D Soil Modeling on Dynamic Nonlinear SSI Response
Saez, Esteban
;
Modaressi-Farahmand Razavi, Arezou
The purpose of this paper is to investigate the accuracy of 2D FE plane-strain computations compared to complete 3D FE computations for dynamic non-linear SSI problems. I [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 4247.:
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Site response analysis including earthquake input ground motion and soil dynamic properties variability
Lopez-Caballero, Fernando
;
Bonilla, Luis Fabian
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10.
Original version of the author's contribution as presented on CD, paper No. 0212.:
PDF
Laboratory tests and numerical simulations giving the effect of preloading on the cyclic liquefaction strength
Stamatopoulos, Constantine
;
Modaressi-Farahmand-Razavi, Arezou
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The Institute of Theoretical and Applied Mechanics :
11
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Lopez-Caballero, F.
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