Seismic Response Analysis Methods by Wang (32 results)

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Paperback or Softback. Condition: New. Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods. Book.

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Condition: New. pp. 119.

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Taschenbuch. Condition: 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.…

Buch. Condition: 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.…

Condition: New. pp. 136.

Taschenbuch. Condition: 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. …

Condition: 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.…

Paperback. Condition: Brand New. 300 pages. 9.00x6.00x9.02 inches. In Stock.

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Paperback. Condition: 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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Condition: 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.

Paperback. Condition: new. Paperback. Seismic Response Analysis Methods for Site-Structure Systems Shipping may be from our UK warehouse or from our Australian or US warehouses, depending on stock availability.

Paperback. Condition: Brand New. 300 pages. 9.00x6.00x9.02 inches. In Stock.

Condition: New. 2026. paperback. . . . . . Books ship from the US and Ireland.

Paperback. Condition: 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.

Condition: New. Print on Demand pp. 119.

Condition: New. PRINT ON DEMAND pp. 119.