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Untitled
The Institute of Theoretical and Applied Mechanics
9
records found
Search took 0.02 seconds.
1.
Original version of the author's contribution as presented on CD, section: [MS10] Advances in Numerical Methods for Linear and Non-Linear Dynamics and Wave Propagation .:
PDF
EQUIVALENT LINEARIZATION USING TRANSFER FUNCTION APPLIED TO PIPING SYSTEMS IN SEISMIC ENGINEERING
Nguyen, Thuong Anh
;
Semblat, Jean-François
In post-Fukushima context, the question of the capacity of NNP to withstand design seismic hazard is now a prior concern. Many NNPs must be reevaluated within a higher le [...]
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2.
Original version of the author's contribution as presented on USB, paper 4648.:
PDF
Seismic Wave Amplification in 3D Alluvial Basins: Aggravation Factors From Fast Multipole Bem Simulations
Chaillat, Stéphanie
;
Semblat, Jean-François
In this work, we study seismic wave amplification in alluvial basins having 3D canonical geometries through the Fast Multipole Boundary Element Method in the frequency do [...]
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3.
Original version of the author's contribution as presented on USB, paper 4418.:
PDF
A 3D Macroelement To Model the Seismic Behaviour of Shallow Foundations
Semblat, Jean-Francois
;
Burlon, Sebastien
In this article, a 3D macroelement to model the seismic behaviour of shallow foundations is formulated, taking into account the non-linearities in the soil and the soil-f [...]
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4.
Original version of the author's contribution as presented on CD, section: CD-RS 33 WAVES AND COMPUTATION .:
PDF
Analysis of Local Site Effects on the Seismic Response of Soil Profiles Using a 1-Directional 3-Component Propagation Model
Santisi D'avila, M-P.
;
Semblat, J.
The seismic response at the surface of alluvial deposits is influenced by several parameters such as dynamic soil properties, impedance contrast between soil layers and t [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 03-03-0069.:
PDF
Dynamic Soil Response for Strong Earthquakes: A Simplified Non Linear Constitutive Model
Lenti, Luca
;
Bonnet, Guy
The seismic soil response can be analyzed in the frequency (linear or equivalent linear approaches) as well as in the time domain (e.g. complex constitutive models). The [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 03-03-0016.:
PDF
Diffraction of Seismicwaves from 3-D Canyons and Alluvial Basins Modeled Using the Fast Multipole-Accelerated BEM
Chaillat, Stephanie
;
Semblat, Jean-Francois
The analysis of seismic wave propagation and amplification in complex geological structures raises the need for efficient and accurate numerical methods. The solution o [...]
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7.
Original version of the author's contribution as presented on CD, paper No. 5813.:
PDF
Modelling damped seismic waves by coupling the Finite Element Method and the Fast Multipole Boundary Element Method
Grasso, E.
;
Bonnet, M.
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8.
Original version of the author's contribution as presented on CD, paper No. 4832.:
PDF
Empirical Evidence of Soil Nonlinear Behavior Effects on site Seismic Site Response
Régnier, Julie
;
Semblat, J. F.
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9.
Original version of the author's contribution as presented on CD, paper No. 2411.:
PDF
Fractional derivatives: an alternative approach to model seismic wave attenuation and amplification
Lenti, L.
;
Rovelli, A.
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