Pierre Jehel
Pierre Jehel
Email verificata su centralesupelec.fr
Citata da
Citata da
Initial versus tangent stiffness‐based Rayleigh damping in inelastic time history seismic analyses
P Jehel, P Léger, A Ibrahimbegovic
Earthquake Engineering & Structural Dynamics 43 (3), 467-484, 2014
Coupled damage-plasticity constitutive model and direct stress interpolation
A Ibrahimbegovic, P Jehel, L Davenne
Computational Mechanics 42 (1), 1-11, 2008
Coupled damage–plasticity model for cyclic loading: theoretical formulation and numerical implementation
B Ayhan, P Jehel, D Brancherie, A Ibrahimbegovic
Engineering Structures 50, 30-42, 2013
Towards robust viscoelastic-plastic-damage material model with different hardenings/softenings capable of representing salient phenomena in seismic loading applications
P Jehel, L Davenne, A Ibrahimbegovic, P Léger
Computers & Concrete 7 (4), 365-386, 2010
On damping created by heterogeneous yielding in the numerical analysis of nonlinear reinforced concrete frame elements
P Jehel, R Cottereau
Computers & Structures 154, 192-203, 2015
A critical look into Rayleigh damping forces for seismic performance assessment of inelastic structures
P Jehel
Engineering Structures 78, 28-40, 2014
Modélisation numérique des phénomènes d'amortissement par dissipation d'énergie matérielle dans les structures de type portique en béton armé sous séisme.
P Jehel
École normale supérieure de Cachan-ENS Cachan, 2009
Two types of spurious damping forces potentially modeled in numerical seismic nonlinear response history analysis
P Jehel, P Léger
arXiv preprint arXiv:1701.05092, 2017
Leohnard Euler, Ecrits sur la musique, Vol. 2
R Caddeo, X Hascher, P Jehel, A Papadopoulos, H Papadopoulos
Hermann, collection du GREAM, 2015
On damping created by the heterogeneity of the mechanical properties in RC frame seismic analysis
P Jehel, R Cottereau
Proceedings of the 15th world conference on earthquake engineering, Lisbon, 2012
A new fiber element for refined nonlinear modeling of RC frame structures in seismic loading
P Jehel, A Ibrahimbegovic, P Léger, L Davenne
2nd ECCOMAS Thematic Conference on Computational Methods in Structural …, 2009
Une lecture moderne d’un mémoire d’Euler: les Éclaircissemens plus détaillés sur la génération et la propagation du son et sur la formation de l’écho.(A modern reading of a …
P Jehel
Leonhard Euler, Mathématicien, musicien et théoricien de la musique (X …, 0
A Stochastic Multi-scale Approach for Numerical Modeling of Complex Materials—Application to Uniaxial Cyclic Response of Concrete
P Jehel
Computational Methods for Solids and Fluids, 123-160, 2016
A look into uncertainty in structural seismic performance arising from additional Rayleigh damping in inelastic time history analysis
P Jehel
International Conference on Structural Safety & Reliability (ICOSSAR 2013), pp., 2013
Structural seismic fragility analysis of RC frame with a new family of Rayleigh damping models
P Jehel, P Léger, A Ibrahimbegovic
Computational Methods in Stochastic Dynamics, 267-291, 2013
Efficient inelastic fiber frame element and consistent damping model for seismic time-history analyses
P Jehel, A Ibrahimbegovic, P Léger
15th World Conference on Earthquake Engineering (WCEE 2012), Abstract No. 1167, 2012
Earthquake analysis of reinforced concrete structures using macro-elements
L Davenne, A Boulkertous, P Jehel, BH Pham
NATO-ARW Damage assessment and reconstruction after natural dis-asters and …, 2008
On the computation of seismic energy dissipation in reinforced concrete frame elements
P Jehel, A Ibrahimbegovic, P Léger, L Davenne
8th World Congress on Computational Mechanics (WCCM8) & 5th European …, 2008
Seismic evaluation of ordinary RC buildings retrofitted with externally bonded FRPs using a reliability-based approach
MA Mahdavipour, A Eslami, P Jehel
Composite Structures 232, 111567, 2020
Macroscopic inelastic behaviors simulated by a stochastic multi-scale numerical model for heterogeneous materials
P Jehel
13th World Congress on Computational Mechanics (WCCM XIII), 2018
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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