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1دورية أكاديميةModeling Seismic Wave Propagation and Amplification in 1D/2D/3D Linear and Nonlinear Unbounded Media
المؤلفون: Semblat, Jean-François
المساهمون: Division Mécanique des Sols des Roches et de la Géologie de l'Ingénieur (LCPC/MSRGI), Laboratoire Central des Ponts et Chaussées (LCPC)
المصدر: ISSN: 1532-3641 ; International Journal of Geomechanics ; https://hal.science/hal-01345523Test ; International Journal of Geomechanics, 2011, Material and Computer Modeling 11 (Special issue), ⟨10.1061/(ASCE)GM.1943-5622.0000023⟩.
مصطلحات موضوعية: earthquake engineering, engineering seismology, wave propagation, numerical modeling, [SDU.STU.TE]Sciences of the Universe [physics]/Earth Sciences/Tectonics
العلاقة: hal-01345523; https://hal.science/hal-01345523Test; https://hal.science/hal-01345523/documentTest; https://hal.science/hal-01345523/file/JFSM.pdfTest
الإتاحة: https://doi.org/10.1061Test/(ASCE)GM.1943-5622.0000023
https://hal.science/hal-01345523Test
https://hal.science/hal-01345523/documentTest
https://hal.science/hal-01345523/file/JFSM.pdfTest -
2دورية أكاديميةModeling Seismic Wave Propagation and Amplification in 1D/2D/3D Linear and Nonlinear Unbounded Media
المؤلفون: Semblat, Jean-François
المساهمون: Division Mécanique des Sols des Roches et de la Géologie de l'Ingénieur (LCPC/MSRGI), Laboratoire Central des Ponts et Chaussées (LCPC)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)
المصدر: ISSN: 1532-3641 ; International Journal of Geomechanics ; https://hal.archives-ouvertes.fr/hal-01345523Test ; International Journal of Geomechanics, American Society of Civil Engineers, 2011, Material and Computer Modeling 11 (Special issue), ⟨10.1061/(ASCE)GM.1943-5622.0000023⟩.
مصطلحات موضوعية: engineering seismology, earthquake engineering, wave propagation, numerical modeling, [SDU.STU.TE]Sciences of the Universe [physics]/Earth Sciences/Tectonics
العلاقة: hal-01345523; https://hal.archives-ouvertes.fr/hal-01345523Test; https://hal.archives-ouvertes.fr/hal-01345523/documentTest; https://hal.archives-ouvertes.fr/hal-01345523/file/JFSM.pdfTest
الإتاحة: https://doi.org/10.1061Test/(ASCE)GM.1943-5622.0000023
https://hal.archives-ouvertes.fr/hal-01345523Test
https://hal.archives-ouvertes.fr/hal-01345523/documentTest
https://hal.archives-ouvertes.fr/hal-01345523/file/JFSM.pdfTest -
3دورية أكاديميةModeling seismic wave propagation and amplification in 1D/2D/3D linear and nonlinear unbounded media
المؤلفون: Semblat, Jean-François
المساهمون: Département Géotechnique, Eau et Risques (IFSTTAR/GER), Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-PRES Université Paris-Est
المصدر: ISSN: 1532-3641 ; International Journal of Geomechanics ; https://hal.science/hal-00614278Test ; International Journal of Geomechanics, 2010, pp.1-12. ⟨10.1061/(ASCE)GM.1943-5622.0000023⟩.
مصطلحات موضوعية: earthquake engineering, engineering seismology, wave propagation, numerical modeling, [PHYS.MECA.STRU]Physics [physics]/Mechanics [physics]/Structural mechanics [physics.class-ph], [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Structural mechanics [physics.class-ph]
العلاقة: info:eu-repo/semantics/altIdentifier/arxiv/1108.3402; hal-00614278; https://hal.science/hal-00614278Test; https://hal.science/hal-00614278/documentTest; https://hal.science/hal-00614278/file/ijogASCE2011_semblat.pdfTest; ARXIV: 1108.3402
الإتاحة: https://doi.org/10.1061Test/(ASCE)GM.1943-5622.0000023
https://hal.science/hal-00614278Test
https://hal.science/hal-00614278/documentTest
https://hal.science/hal-00614278/file/ijogASCE2011_semblat.pdfTest -
4دورية أكاديميةModeling seismic wave propagation and amplification in 1D/2D/3D linear and nonlinear unbounded media
المؤلفون: Semblat, Jean-François
المساهمون: Département Géotechnique, Eau et Risques (IFSTTAR/GER), Institut Français des Sciences et Technologies des Transports, de l'Aménagement et des Réseaux (IFSTTAR)-PRES Université Paris-Est
المصدر: ISSN: 1532-3641 ; International Journal of Geomechanics ; https://hal.science/hal-00614278Test ; International Journal of Geomechanics, 2010, pp.1-12. ⟨10.1061/(ASCE)GM.1943-5622.0000023⟩.
مصطلحات موضوعية: earthquake engineering, engineering seismology, wave propagation, numerical modeling, [PHYS.MECA.STRU]Physics [physics]/Mechanics [physics]/Structural mechanics [physics.class-ph], [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Structural mechanics [physics.class-ph]
العلاقة: info:eu-repo/semantics/altIdentifier/arxiv/1108.3402; hal-00614278; https://hal.science/hal-00614278Test; https://hal.science/hal-00614278/documentTest; https://hal.science/hal-00614278/file/ijogASCE2011_semblat.pdfTest; ARXIV: 1108.3402
الإتاحة: https://doi.org/10.1061Test/(ASCE)GM.1943-5622.0000023
https://hal.science/hal-00614278Test
https://hal.science/hal-00614278/documentTest
https://hal.science/hal-00614278/file/ijogASCE2011_semblat.pdfTest -
5دورية أكاديمية
المؤلفون: Delépine, Nicolas, Lenti, Luca, Bonnet, Guy, Semblat, Jean-François
المساهمون: IFP Energies nouvelles (IFPEN), Division Mécanique des Sols des Roches et de la Géologie de l'Ingénieur (LCPC/MSRGI), Laboratoire Central des Ponts et Chaussées (LCPC), Laboratoire de Modélisation et Simulation Multi Echelle (MSME), Université Paris-Est Marne-la-Vallée (UPEM)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Centre National de la Recherche Scientifique (CNRS), ANR-05-CATT-0011,QSHA,QSHA : Quantitative seismic hazard assessment(2005)
المصدر: ISSN: 0733-9399.
مصطلحات موضوعية: Finite element method, Nonlinear response, Ground motion, Earthquake engineering, Inelasticity, Viscoelasticity, Damping, Wave propagation, [PHYS.MECA.STRU]Physics [physics]/Mechanics [physics]/Structural mechanics [physics.class-ph], [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Structural mechanics [physics.class-ph]
العلاقة: info:eu-repo/semantics/altIdentifier/arxiv/0908.2715; hal-00409783; https://hal.science/hal-00409783Test; https://hal.science/hal-00409783v2/documentTest; https://hal.science/hal-00409783v2/file/jemASCE_delepine_et_al_v2.pdfTest; ARXIV: 0908.2715
الإتاحة: https://doi.org/10.1061Test/(ASCE)0733-9399(2009)135:11(1305
https://doi.org/10.1061Test/(ASCE)0733-9399(2009)135:11(1305)
https://hal.science/hal-00409783Test
https://hal.science/hal-00409783v2/documentTest
https://hal.science/hal-00409783v2/file/jemASCE_delepine_et_al_v2.pdfTest -
6دورية أكاديمية
المؤلفون: Delépine, Nicolas, Lenti, Luca, Bonnet, Guy, Semblat, Jean-François
المساهمون: IFP Energies nouvelles (IFPEN), Division Mécanique des Sols des Roches et de la Géologie de l'Ingénieur (LCPC/MSRGI), Laboratoire Central des Ponts et Chaussées (LCPC), Laboratoire de Modélisation et Simulation Multi Echelle (MSME), Université Paris-Est Marne-la-Vallée (UPEM)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Centre National de la Recherche Scientifique (CNRS), ANR-05-CATT-0011,QSHA,QSHA : Quantitative seismic hazard assessment(2005)
المصدر: ISSN: 0733-9399.
مصطلحات موضوعية: Finite element method, Nonlinear response, Ground motion, Earthquake engineering, Inelasticity, Viscoelasticity, Damping, Wave propagation, [PHYS.MECA.STRU]Physics [physics]/Mechanics [physics]/Structural mechanics [physics.class-ph], [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Structural mechanics [physics.class-ph]
العلاقة: info:eu-repo/semantics/altIdentifier/arxiv/0908.2715; hal-00409783; https://hal.science/hal-00409783Test; https://hal.science/hal-00409783v2/documentTest; https://hal.science/hal-00409783v2/file/jemASCE_delepine_et_al_v2.pdfTest; ARXIV: 0908.2715
الإتاحة: https://doi.org/10.1061Test/(ASCE)0733-9399(2009)135:11(1305
https://doi.org/10.1061Test/(ASCE)0733-9399(2009)135:11(1305)
https://hal.science/hal-00409783Test
https://hal.science/hal-00409783v2/documentTest
https://hal.science/hal-00409783v2/file/jemASCE_delepine_et_al_v2.pdfTest -
7دورية أكاديمية
المؤلفون: Delépine, Nicolas, Lenti, Luca, Bonnet, Guy, Semblat, Jean-François
المساهمون: IFP Energies nouvelles (IFPEN), Division Mécanique des Sols des Roches et de la Géologie de l'Ingénieur (LCPC/MSRGI), Laboratoire Central des Ponts et Chaussées (LCPC), Laboratoire de Modélisation et Simulation Multi Echelle (MSME), Université Paris-Est Marne-la-Vallée (UPEM)-Université Paris-Est Créteil Val-de-Marne - Paris 12 (UPEC UP12)-Centre National de la Recherche Scientifique (CNRS), ANR-05-CATT-0011,QSHA,QSHA : Quantitative seismic hazard assessment(2005)
المصدر: ISSN: 0733-9399.
مصطلحات موضوعية: Finite element method, Nonlinear response, Ground motion, Earthquake engineering, Inelasticity, Viscoelasticity, Damping, Wave propagation, [PHYS.MECA.STRU]Physics [physics]/Mechanics [physics]/Structural mechanics [physics.class-ph], [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Structural mechanics [physics.class-ph]
العلاقة: info:eu-repo/semantics/altIdentifier/arxiv/0908.2715; hal-00409783; https://hal.science/hal-00409783Test; https://hal.science/hal-00409783v2/documentTest; https://hal.science/hal-00409783v2/file/jemASCE_delepine_et_al_v2.pdfTest; ARXIV: 0908.2715
الإتاحة: https://doi.org/10.1061Test/(ASCE)0733-9399(2009)135:11(1305
https://doi.org/10.1061Test/(ASCE)0733-9399(2009)135:11(1305)
https://hal.science/hal-00409783Test
https://hal.science/hal-00409783v2/documentTest
https://hal.science/hal-00409783v2/file/jemASCE_delepine_et_al_v2.pdfTest
