東華大學圖書館 |

Language: English

Help

回圖書館首頁

手機版館藏查詢

Back

Switch To: Labeled | MARC Mode | ISBD

Single piles in liquefiable ground =...

Wang, Rui.

Linked to FindBook

Google Book

Amazon

博客來

Single piles in liquefiable ground = seismic response and numerical analysis methods /

Record Type:	Electronic resources : Monograph/item
Title/Author:	Single piles in liquefiable ground/ by Rui Wang.
Reminder of title:	seismic response and numerical analysis methods /
Author:	Wang, Rui.
Published:	Berlin, Heidelberg :Springer Berlin Heidelberg : : 2016.,
Description:	xvii, 119 p. :ill. (some col.), digital ;24 cm.
[NT 15003449]:	Introduction -- Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation -- Seismic response analysis of single piles in liquefiable ground -- Downdrag analysis of single piles in post-liquefaction reconsolidating ground -- Conclusions.
Contained By:	Springer eBooks
Subject:	Piling (Civil engineering) -
Online resource:	http://dx.doi.org/10.1007/978-3-662-49663-3
ISBN:	9783662496633

Single piles in liquefiable ground = seismic response and numerical analysis methods /
Wang, Rui.

Single piles in liquefiable groundseismic response and numerical analysis methods /[electronic resource] :by Rui Wang. - Berlin, Heidelberg :Springer Berlin Heidelberg :2016. - xvii, 119 p. :ill. (some col.), digital ;24 cm. - Springer theses,2190-5053. - Springer theses..

Introduction -- Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation -- Seismic response analysis of single piles in liquefiable ground -- Downdrag analysis of single piles in post-liquefaction reconsolidating ground -- Conclusions.

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.

ISBN: 9783662496633

Standard No.: 10.1007/978-3-662-49663-3doiSubjects--Topical Terms:

659081
Piling (Civil engineering)

LC Class. No.: TA780

Dewey Class. No.: 624.154

Single piles in liquefiable ground = seismic response and numerical analysis methods /
LDR:02417nmm m2200325 m 4500 001 2032568
003 DE-He213
005 20160913141407.0
006 m d
007 cr nn 008maaau
008 161011s2016 gw s 0 eng d
020 $a 9783662496633 $q (electronic bk.)
020 $a 9783662496619 $q (paper)
024 7 $a 10.1007/978-3-662-49663-3 $2 doi
035 $a 978-3-662-49663-3
040 $a GP $c GP
041 0 $a eng
050 4 $a TA780
072 7 $a RB $2 bicssc
072 7 $a SCI019000 $2 bisacsh
082 0 4 $a 624.154 $2 23
090 $a TA780 $b .W246 2016
100 1 $a Wang, Rui. $3 866052
245 1 0 $a Single piles in liquefiable ground $h [electronic resource] : $b seismic response and numerical analysis methods / $c by Rui Wang.
260 $a Berlin, Heidelberg : $b Springer Berlin Heidelberg : $b Imprint: Springer, $c 2016.
300 $a xvii, 119 p. : $b ill. (some col.), digital ; $c 24 cm.
490 1 $a Springer theses, $x 2190-5053
505 0 $a Introduction -- Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation -- Seismic response analysis of single piles in liquefiable ground -- Downdrag analysis of single piles in post-liquefaction reconsolidating ground -- Conclusions.
520 $a 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.
650 0 $a Piling (Civil engineering) $3 659081
650 0 $a Soil liquefaction. $3 2186606
650 1 4 $a Earth Sciences. $3 642591
650 2 4 $a Geotechnical Engineering & Applied Earth Sciences. $3 1565915
650 2 4 $a Geoengineering, Foundations, Hydraulics. $3 1001783
650 2 4 $a Continuum Mechanics and Mechanics of Materials. $3 890989
710 2 $a SpringerLink (Online service) $3 836513
773 0 $t Springer eBooks
830 0 $a Springer theses. $3 1314442
856 4 0 $u http://dx.doi.org/10.1007/978-3-662-49663-3
950 $a Earth and Environmental Science (Springer-11646)