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Paperback or Softback. Condizione: New. Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods. Book.
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Aggiungi al carrelloHardcover. Condizione: Brand New. 119 pages. 9.00x6.25x0.50 inches. In Stock.
Condizione: New. pp. 136.
Lingua: Inglese
Editore: Springer Berlin Heidelberg, 2016
ISBN 10: 3662496615 ISBN 13: 9783662496619
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Aggiungi al carrelloBuch. Condizione: Neu. Druck auf Anfrage Neuware - Printed after ordering - This thesis focuses on the seismic response of piles in liquefiable ground. It describes the design of a three-dimensional, unified plasticity model for large post-liquefaction shear deformation of sand, formulated and implemented for parallel computing. It also presents a three-dimensional, dynamic finite element analysis method for piles in liquefiable ground, developed on the basis of this model, Employing a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, it demonstrates the seismic response patterns of single piles in liquefiable ground. These include basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. It also discusses a beam on the nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution developed and validated using centrifuge experiments for piles in consolidating and reconsolidating ground. Lastly, it studies axial pileforce and settlement during post-earthquake reconsolidation, showing pile axial force to be irrelevant in the reconsolidation process, while settlement is process dependent.
Lingua: Inglese
Editore: Springer, Berlin, Springer, 2018
ISBN 10: 3662570238 ISBN 13: 9783662570234
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. Druck auf Anfrage Neuware - Printed after ordering - This thesis focuses on the seismic response of piles in liquefiable ground. It describes the design of a three-dimensional, unified plasticity model for large post-liquefaction shear deformation of sand, formulated and implemented for parallel computing. It also presents a three-dimensional, dynamic finite element analysis method for piles in liquefiable ground, developed on the basis of this model, Employing a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, it demonstrates the seismic response patterns of single piles in liquefiable ground. These include basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. It also discusses a beam on the nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution developed and validated using centrifuge experiments for piles in consolidating and reconsolidating ground. Lastly, it studies axial pileforce and settlement during post-earthquake reconsolidation, showing pile axial force to be irrelevant in the reconsolidation process, while settlement is process dependent.
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Aggiungi al carrelloTaschenbuch. Condizione: Neu. Single Piles in Liquefiable Ground | Seismic Response and Numerical Analysis Methods | Rui Wang | Taschenbuch | xvii | Englisch | 2018 | Springer | EAN 9783662570234 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu.
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Aggiungi al carrelloCondizione: Sehr gut. Zustand: Sehr gut | Sprache: Englisch | Produktart: Bücher | This thesis focuses on the seismic response of piles in liquefiable ground. It describes the design of a three-dimensional, unified plasticity model for large post-liquefaction shear deformation of sand, formulated and implemented for parallel computing. It also presents a three-dimensional, dynamic finite element analysis method for piles in liquefiable ground, developed on the basis of this model, Employing a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, it demonstrates the seismic response patterns of single piles in liquefiable ground. These include basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. It also discusses a beam on the nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution developed and validated using centrifuge experiments for piles in consolidating and reconsolidating ground. Lastly, it studies axial pileforce and settlement during post-earthquake reconsolidation, showing pile axial force to be irrelevant in the reconsolidation process, while settlement is process dependent.
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Lingua: Inglese
Editore: Elsevier - Health Sciences Division, 2026
ISBN 10: 0443365482 ISBN 13: 9780443365485
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Paperback. Condizione: new. Paperback. Seismic Response Analysis Methods for Site-Structure Systems Shipping may be from multiple locations in the US or from the UK, depending on stock availability.
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Aggiungi al carrelloCondizione: New. Presents analytical and numerical methods to study the transient response of structures under obliquely incident earthquake wavesProvides novel modeling solutions to further cutting-edge, applied research undertakings in the field, offering.
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Aggiungi al carrelloPaperback. Condizione: Brand New. 300 pages. 9.00x6.00x9.02 inches. In Stock.
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Lingua: Inglese
Editore: Elsevier - Health Sciences Division, 2026
ISBN 10: 0443365482 ISBN 13: 9780443365485
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Aggiungi al carrelloPaperback. Condizione: new. Paperback. Seismic Response Analysis Methods for Site-Structure Systems Shipping may be from our Sydney, NSW warehouse or from our UK or US warehouse, depending on stock availability.
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Aggiungi al carrelloCondizione: New. Print on Demand pp. 119.