Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods - gebunden oder broschiert
2016, ISBN: 3662496615
[EAN: 9783662496619], Nieuw boek, [SC: 6.99], [PU: Springer Berlin Heidelberg], MECHANIK; BAU / TIEFBAU; CONSTITUTIVEMODEL; LIQUEFACTION; NUMERICALANALYSISMETHOD; PILEFOUNDATION; SEISMICR… Mehr…
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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods (Hardback) - gebunden oder broschiert
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… Mehr…
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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… Mehr…
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Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - gebunden oder broschiert
2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Meteorologie und Klimatologie (Klimaforschung), Maschinenbau: Festkörpermechanik, Constitutivemodel; … Mehr…
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Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - gebunden oder broschiert
2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Konstruktiver Ingenieurbau, Baustatik, Constitutivemodel; Liquefaction; NumericalAnalysisMethod; Pile… Mehr…
Achtung-Buecher.de MARZIES.de Buch- und Medienhandel, 14621 Schönwalde-Glien Versandkosten:Versandkostenfrei innerhalb der BRD. (EUR 0.00) Details... |
Single Piles in Liquefiable Ground : Seismic Response and Numerical Analysis Methods - gebunden oder broschiert
2016, ISBN: 3662496615
[EAN: 9783662496619], Nieuw boek, [SC: 6.99], [PU: Springer Berlin Heidelberg], MECHANIK; BAU / TIEFBAU; CONSTITUTIVEMODEL; LIQUEFACTION; NUMERICALANALYSISMETHOD; PILEFOUNDATION; SEISMICR… Mehr…
Rui Wang:
Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods (Hardback) - gebunden oder broschiert2016, 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… Mehr…
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… Mehr…
Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - gebunden oder broschiert
2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Meteorologie und Klimatologie (Klimaforschung), Maschinenbau: Festkörpermechanik, Constitutivemodel; … Mehr…
Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods - gebunden oder broschiert
2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Konstruktiver Ingenieurbau, Baustatik, Constitutivemodel; Liquefaction; NumericalAnalysisMethod; Pile… Mehr…
Bibliographische Daten des bestpassenden Buches
Detailangaben zum Buch - Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Rui Wang Author
EAN (ISBN-13): 9783662496619
ISBN (ISBN-10): 3662496615
Gebundene Ausgabe
Erscheinungsjahr: 2016
Herausgeber: Springer Berlin Heidelberg Core >2
Buch in der Datenbank seit 2016-03-14T10:38:57+01:00 (Berlin)
Detailseite zuletzt geändert am 2022-12-02T09:44:58+01:00 (Berlin)
ISBN/EAN: 3662496615
ISBN - alternative Schreibweisen:
3-662-49661-5, 978-3-662-49661-9
Alternative Schreibweisen und verwandte Suchbegriffe:
Autor des Buches: rui
Titel des Buches: analysis, single single
Daten vom Verlag:
Autor/in: Rui Wang
Titel: Springer Theses; Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods
Verlag: Springer; Springer Berlin
119 Seiten
Erscheinungsjahr: 2016-03-29
Berlin; Heidelberg; DE
Gedruckt / Hergestellt in Niederlande.
Sprache: Englisch
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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