Documents disponibles écrits par cet auteur

Dynamic soil-structure interaction / John P. Wolf 

Public ISBD Titre : Dynamic soil-structure interaction Type de document : texte imprimé Auteurs : John P. Wolf, Auteur Editeur : London : Prentice-Hall Année de publication : 1985 Importance : XIV, 466 p. Présentation : ill. Format : 24 cm. ISBN/ISSN/EAN : 978-0-13-221565-7 Note générale : Bibliogr. p. 456 - 457. - Index Langues : Anglais (eng) Mots-clés : Interaction  sol-structure Fondations  (construction) Génie  parasismique Soil-structure  interaction Foundations Earthquake  engineering Index. décimale : 624.13 Géotechnique. Mécanique des sols. Ouvrages en terres Résumé : Hardbound. Dynamic Soil-structure interaction is one of the major topics in earthquake engineering and soil dynamics since it is closely related to the safety evaluation of many important engineering projects, such as nuclear power plants, to resist earthquakes. In dealing with the analysis of dynamic soil-structure interactions, one of the most difficult tasks is the modeling of unbounded media. To solve this problem, many numerical methods and techniques have been developed. This book summarizes the most recent developments and applications in the field of dynamic soil-structure interaction, both in China and Switzerland.An excellent book for scientists and engineers in civil engineering, structural engineering, geotechnical engineering and earthquake engineering. En ligne : http://fr.scribd.com/doc/48635786/Dynamic-Soil-Structure-Interaction-Wolf Dynamic soil-structure interaction [texte imprimé] / John P. Wolf, Auteur . - London : Prentice-Hall, 1985 . - XIV, 466 p. : ill. ; 24 cm. ISBN : 978-0-13-221565-7 Bibliogr. p. 456 - 457. - Index Langues : Anglais (eng) Mots-clés : Interaction  sol-structure Fondations  (construction) Génie  parasismique Soil-structure  interaction Foundations Earthquake  engineering Index. décimale : 624.13 Géotechnique. Mécanique des sols. Ouvrages en terres Résumé : Hardbound. Dynamic Soil-structure interaction is one of the major topics in earthquake engineering and soil dynamics since it is closely related to the safety evaluation of many important engineering projects, such as nuclear power plants, to resist earthquakes. In dealing with the analysis of dynamic soil-structure interactions, one of the most difficult tasks is the modeling of unbounded media. To solve this problem, many numerical methods and techniques have been developed. This book summarizes the most recent developments and applications in the field of dynamic soil-structure interaction, both in China and Switzerland.An excellent book for scientists and engineers in civil engineering, structural engineering, geotechnical engineering and earthquake engineering. En ligne : http://fr.scribd.com/doc/48635786/Dynamic-Soil-Structure-Interaction-Wolf

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Code-barres	Cote	Support	Localisation	Section	Disponibilité	Etat_Exemplaire
053836	624.13 WOL	Papier	Bibliothèque Centrale	Génie Civil	Disponible	Consultation sur place

Finit-element modelling of unbounded media / John P. Wolf ; Song , Chongmin

Public ISBD Titre : Finit-element modelling of unbounded media Type de document : texte imprimé Auteurs : John P. Wolf, Auteur ; Song , Chongmin Editeur : New York : Wiley Année de publication : 1996 Importance : X-331 p. Présentation : ill. Format : 25 cm ISBN/ISSN/EAN : 978-0-471-96134-5 Note générale : Bibliogra.p.319-324.-Index Langues : Anglais (eng) Mots-clés : Structures Index. décimale : 624.041.2 Structures statiquement indéterminées en général Résumé : This book presents three novel concepts, basedon the finite-element methodology, to model the unboundedmedium: The consistent infinitesimal finite-element cell method, aboundary finite-element procedure, requires the discretization ofthe structure-medium interface only and is exact in thefinite-element sense. It is applied to unbounded media governed bythe hyperbolic, parabolic and elliptic differentialequations. The damping-solvent extraction method permits the analysis of abounded medium only. The doubly-asymptotic multi-directional transmitting boundary isexact for the low- and high-frequency limits at preselected wavepropagation directions. All concepts are explained using simple examples that the readercan follow step by step. A computer program of the consistentinfinitesimal finite-element cell method available on disk analysestwo- and three-dimensional unbounded and bounded media for thescalar and vector wave equations and the diffusion equation in thefrequency and time domains. Note de contenu : Contents: 1-Introduction 2-Displacement,velocity and acceleration unitimpulse response with dynamic stiffness and rational approximation 3-Dynamic stiffness and unit-Impulse response at similar structure-Medium interfaces of unbounded medium 4-Forecasting method 5-Consistent infinitesimal finite-Element cell method for wave propagation 6-Consistent infinitesimal finite-Element cell method for incompressible elasticity 7-Consistent infinitesimal finite-Element cell method in frequency domain 8-Consistent infinitesimal finite-Element cell method for statics 9-Consistent infinitesimal finite-element cell method for diffusion 10-Consistent infinitesimal finite-Element cell method applied to bounded medium 11-Fundamentals of damping-Solvent extraction method 12-Implementation,verification and accuracy of damping-Solvent extration method 13-Concept and numerical implementation of doubly-Asymptotic multi-Directional transmitting boundary 14-Accuracy and modelling procedure of doubly-Asymptotic multi-Directional transmitting boundary Finit-element modelling of unbounded media [texte imprimé] / John P. Wolf, Auteur ; Song , Chongmin . - New York : Wiley, 1996 . - X-331 p. : ill. ; 25 cm. ISBN : 978-0-471-96134-5 Bibliogra.p.319-324.-Index Langues : Anglais (eng) Mots-clés : Structures Index. décimale : 624.041.2 Structures statiquement indéterminées en général Résumé : This book presents three novel concepts, basedon the finite-element methodology, to model the unboundedmedium: The consistent infinitesimal finite-element cell method, aboundary finite-element procedure, requires the discretization ofthe structure-medium interface only and is exact in thefinite-element sense. It is applied to unbounded media governed bythe hyperbolic, parabolic and elliptic differentialequations. The damping-solvent extraction method permits the analysis of abounded medium only. The doubly-asymptotic multi-directional transmitting boundary isexact for the low- and high-frequency limits at preselected wavepropagation directions. All concepts are explained using simple examples that the readercan follow step by step. A computer program of the consistentinfinitesimal finite-element cell method available on disk analysestwo- and three-dimensional unbounded and bounded media for thescalar and vector wave equations and the diffusion equation in thefrequency and time domains. Note de contenu : Contents: 1-Introduction 2-Displacement,velocity and acceleration unitimpulse response with dynamic stiffness and rational approximation 3-Dynamic stiffness and unit-Impulse response at similar structure-Medium interfaces of unbounded medium 4-Forecasting method 5-Consistent infinitesimal finite-Element cell method for wave propagation 6-Consistent infinitesimal finite-Element cell method for incompressible elasticity 7-Consistent infinitesimal finite-Element cell method in frequency domain 8-Consistent infinitesimal finite-Element cell method for statics 9-Consistent infinitesimal finite-element cell method for diffusion 10-Consistent infinitesimal finite-Element cell method applied to bounded medium 11-Fundamentals of damping-Solvent extraction method 12-Implementation,verification and accuracy of damping-Solvent extration method 13-Concept and numerical implementation of doubly-Asymptotic multi-Directional transmitting boundary 14-Accuracy and modelling procedure of doubly-Asymptotic multi-Directional transmitting boundary

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Code-barres	Cote	Support	Localisation	Section	Disponibilité	Etat_Exemplaire
043335	624.041.2 WOL	Papier	Bibliothèque Centrale	Génie Civil	Disponible

Foundation vibration analysis using simple physical models / John P. Wolf

Public ISBD Titre : Foundation vibration analysis using simple physical models Type de document : texte imprimé Auteurs : John P. Wolf, Auteur Editeur : London : Prentice-Hall Année de publication : 1994 Importance : XIX-423 P. Présentation : ill. Format : 25 cm ISBN/ISSN/EAN : 978-0-13-010711-4 Note générale : Bibliogr.p.416-418.-Index Langues : Français (fre) Mots-clés : Foundations  --  Vibration  --  Mathematical  models Fondations  (construction) Index. décimale : 624.1 Infrastructures. Ouvrages en terre. Fondations. Tunnels Résumé : This book provides simple physical models to represent the unbounded soil in time and frequency domain analyses. They do not supplant the more generally applicable rigorous methods, but rather supplement them. The physical models used consist of the following representations: cones based on one-dimensional rod theory; lumped-parameter models with frequency-independent springs, dashpots, and masses;and prescribed wave patterns in the horizontal plane. The physical models thus offer a strength-of-materials approach to foundation dynamics. Note de contenu : 1-Introduction 2-Foundation on surface of homogeneous soil halfspace 3-foundation on surface of soil layer on rigid rock 4-Embedded foundation and pile foundation 5-Simple vertical dynamic green's function 6-Seismic excitation 7-Dynamic soil-structure interaction Foundation vibration analysis using simple physical models [texte imprimé] / John P. Wolf, Auteur . - London : Prentice-Hall, 1994 . - XIX-423 P. : ill. ; 25 cm. ISBN : 978-0-13-010711-4 Bibliogr.p.416-418.-Index Langues : Français (fre) Mots-clés : Foundations  --  Vibration  --  Mathematical  models Fondations  (construction) Index. décimale : 624.1 Infrastructures. Ouvrages en terre. Fondations. Tunnels Résumé : This book provides simple physical models to represent the unbounded soil in time and frequency domain analyses. They do not supplant the more generally applicable rigorous methods, but rather supplement them. The physical models used consist of the following representations: cones based on one-dimensional rod theory; lumped-parameter models with frequency-independent springs, dashpots, and masses;and prescribed wave patterns in the horizontal plane. The physical models thus offer a strength-of-materials approach to foundation dynamics. Note de contenu : 1-Introduction 2-Foundation on surface of homogeneous soil halfspace 3-foundation on surface of soil layer on rigid rock 4-Embedded foundation and pile foundation 5-Simple vertical dynamic green's function 6-Seismic excitation 7-Dynamic soil-structure interaction

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043034	624.1 WOL	Papier	Bibliothèque Centrale	Génie Civil	Disponible
044728	624.1WOL	Papier	Bibliothèque Centrale	Génie Civil	Disponible