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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 - encadernado, livro de bolso

2016, ISBN: 3662496615

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

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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods (Hardback) - encadernado, livro de bolso

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… mais…

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Rui Wang:
Single Piles in Liquefiable Ground - encadernado, livro de bolso

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… mais…

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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 - encadernado, livro de bolso

2016, ISBN: 3662496615

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

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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 - encadernado, livro de bolso

2016, ISBN: 3662496615

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

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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Rui Wang Author
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9783662496619

Dados detalhados do livro - Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Rui Wang Author


EAN (ISBN-13): 9783662496619
ISBN (ISBN-10): 3662496615
Livro de capa dura
Ano de publicação: 2016
Editor/Editora: Springer Berlin Heidelberg Core >2

Livro na base de dados desde 2016-03-14T09:38:57+00:00 (Lisbon)
Página de detalhes modificada pela última vez em 2022-12-02T08:44:58+00:00 (Lisbon)
Número ISBN/EAN: 9783662496619

Número ISBN - Ortografia alternativa:
3-662-49661-5, 978-3-662-49661-9
Ortografia alternativa e termos de pesquisa relacionados:
Autor do livro: rui
Título do livro: analysis, single single

Dados da editora

Autor: Rui Wang
Título: Springer Theses; Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods
Editora: Springer; Springer Berlin
119 Páginas
Ano de publicação: 2016-03-29
Berlin; Heidelberg; DE
Impresso / Feito em
Língua: Inglês
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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