2016, ISBN: 3662496615
[EAN: 9783662496619], Nieuw boek, [SC: 6.99], [PU: Springer Berlin Heidelberg], MECHANIK; BAU / TIEFBAU; CONSTITUTIVEMODEL; LIQUEFACTION; NUMERICALANALYSISMETHOD; PILEFOUNDATION; SEISMICR… More...
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Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods (Hardback) - hardcover
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… More...
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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… More...
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2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Meteorologie und Klimatologie (Klimaforschung), Maschinenbau: Festkörpermechanik, Constitutivemodel; … More...
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2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Konstruktiver Ingenieurbau, Baustatik, Constitutivemodel; Liquefaction; NumericalAnalysisMethod; Pile… More...
Achtung-Buecher.de MARZIES.de Buch- und Medienhandel, 14621 Schönwalde-Glien Shipping costs:Versandkostenfrei innerhalb der BRD. (EUR 0.00) Details... |
2016, ISBN: 3662496615
[EAN: 9783662496619], Nieuw boek, [SC: 6.99], [PU: Springer Berlin Heidelberg], MECHANIK; BAU / TIEFBAU; CONSTITUTIVEMODEL; LIQUEFACTION; NUMERICALANALYSISMETHOD; PILEFOUNDATION; SEISMICR… More...
Rui Wang:
Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods (Hardback) - hardcover2016, 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… More...
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… More...
2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Meteorologie und Klimatologie (Klimaforschung), Maschinenbau: Festkörpermechanik, Constitutivemodel; … More...
2016, ISBN: 3662496615
1st ed. 2016 Gebundene Ausgabe Mechanik, Bau / Tiefbau, Tiefbau, Geowissenschaften, Konstruktiver Ingenieurbau, Baustatik, Constitutivemodel; Liquefaction; NumericalAnalysisMethod; Pile… More...
Bibliographic data of the best matching book
Details of the book - Single Piles in Liquefiable Ground: Seismic Response and Numerical Analysis Methods Rui Wang Author
EAN (ISBN-13): 9783662496619
ISBN (ISBN-10): 3662496615
Hardcover
Publishing year: 2016
Publisher: Springer Berlin Heidelberg Core >2
Book in our database since 2016-03-14T09:38:57+00:00 (London)
Detail page last modified on 2022-12-02T08:44:58+00:00 (London)
ISBN/EAN: 9783662496619
ISBN - alternate spelling:
3-662-49661-5, 978-3-662-49661-9
Alternate spelling and related search-keywords:
Book author: rui
Book title: analysis, single single
Information from Publisher
Author: Rui Wang
Title: Springer Theses; Single Piles in Liquefiable Ground - Seismic Response and Numerical Analysis Methods
Publisher: Springer; Springer Berlin
119 Pages
Publishing year: 2016-03-29
Berlin; Heidelberg; DE
Printed / Made in
Weight: 3,376 kg
Language: English
53,49 € (DE)
54,99 € (AT)
59,00 CHF (CH)
POD
XVII, 119 p. 101 illus., 75 illus. in color.
BB; Geotechnical Engineering & Applied Earth Sciences; Hardcover, Softcover / Geowissenschaften; Geowissenschaften; Verstehen; Ingenieurbau und Umwelttechnik; Constitutive Model; Liquefaction; Numerical Analysis Method; Pile Foundation; Seismic Response Pattern; Geoengineering, Foundations, Hydraulics; Solid Mechanics; 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.More/other books that might be very similar to this book
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