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Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods - Rui Wang
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Rui Wang:

Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods - encuadernado, tapa blanda

2016, ISBN: 3662496615

[EAN: 9783662496619], Nieuw boek, [SC: 6.99], [PU: Springer Berlin Heidelberg], MECHANIK; BAU / TIEFBAU; CONSTITUTIVEMODEL; LIQUEFACTION; NUMERICALANALYSISMETHOD; PILEFOUNDATION; SEISMICR… Más…

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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods (Hardback) - encuadernado, tapa blanda

2016, ISBN: 3662496615

[EAN: 9783662496619], Nieuw boek, [SC: 1.2], [PU: Springer-Verlag Berlin and Heidelberg GmbH & Co. KG, Germany], Language: English. Brand new Book. This thesis focuses on the seismic resp… Más…

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Rui Wang:
Single Piles in Liquefiable Ground - encuadernado, tapa blanda

2016

ISBN: 3662496615

[EAN: 9783662496619], Neubuch, [PU: Springer Berlin Heidelberg], MECHANIK BAU TIEFBAU CONSTITUTIVE MODEL LIQUEFACTION NUMERICAL ANALYSIS METHOD PILE FOUNDATION SEISMIC RESPONSE PATTERN GE… Más…

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Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - Wang, Rui
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Wang, Rui:
Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - encuadernado, tapa blanda

2016, ISBN: 3662496615

1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Meteorologie und Klimatologie (Klimaforschung), Maschinenbau: Festkörpermechanik, Constitutivemodel; … Más…

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Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - Wang, Rui
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Wang, Rui:
Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - encuadernado, tapa blanda

2016, ISBN: 3662496615

1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Konstruktiver Ingenieurbau, Baustatik, Constitutivemodel; Liquefaction; NumericalAnalysisMethod; Pile… Más…

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Detalles del libro
Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Rui Wang Author
Autor:
Título:
ISBN:

9783662496619

Detalles del libro - Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Rui Wang Author


EAN (ISBN-13): 9783662496619
ISBN (ISBN-10): 3662496615
Tapa dura
Año de publicación: 2016
Editorial: Springer Berlin Heidelberg Core >2

Libro en la base de datos desde 2016-03-14T10:38:57+01:00 (Madrid)
Página de detalles modificada por última vez el 2022-12-02T09:44:58+01:00 (Madrid)
ISBN/EAN: 9783662496619

ISBN - escritura alterna:
3-662-49661-5, 978-3-662-49661-9
Mode alterno de escritura y términos de búsqueda relacionados:
Autor del libro: rui
Título del libro: analysis, single single

Datos del la editorial

Autor: Rui Wang
Título: Springer Theses; Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods
Editorial: Springer; Springer Berlin
119 Páginas
Año de publicación: 2016-03-29
Berlin; Heidelberg; DE
Impreso en
Idioma: Inglés
53,49 € (DE)
54,99 € (AT)
59,00 CHF (CH)
POD
XVII, 119 p. 101 illus., 75 illus. in color.

BB; Hardcover, Softcover / Geowissenschaften/Sonstiges; Geowissenschaften; Verstehen; Ingenieurbau und Umwelttechnik; Constitutive Model; Liquefaction; Numerical Analysis Method; Pile Foundation; Seismic Response Pattern; Geotechnical Engineering and Applied Earth Sciences; Geoengineering; Solid Mechanics; Konstruktiver Ingenieurbau, Baustatik; Maschinenbau: Festkörpermechanik; EA; BC

This thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method for piles in liquefiable ground was developed. Through a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, the seismic response patterns of single piles in liquefiable ground were revealed, including: basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. A beam on nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution were developed and validated against centrifuge experiments for piles in consolidating and reconsolidating ground. The axial pile force and settlement during post-earthquake reconsolidation was studied, showing pile axial force to be irrelevant of the reconsolidation process while settlement to be process dependent.
Describes a three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand for parallel computing Shares many tips on and insights into the basic force response mechanism and influence factors for the seismic response of single piles in liquefiable ground Broadens our understanding of a beam on the nonlinear Winkler foundation (BNWF) method for the analysis of consolidation and reconsolidation-induced pile axial force and settlement taking the consolidation process into consideration Includes supplementary material: sn.pub/extras

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