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Nonlinear response of a pile-soil-pi...

Kim, Hyung Suk.

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Nonlinear response of a pile-soil-pile interaction model to a vertically incident wave.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Nonlinear response of a pile-soil-pile interaction model to a vertically incident wave./
Author:	Kim, Hyung Suk.
Description:	181 p.
Notes:	Source: Dissertation Abstracts International, Volume: 66-06, Section: B, page: 3289.
Contained By:	Dissertation Abstracts International66-06B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3180399
ISBN:	0542204908

Nonlinear response of a pile-soil-pile interaction model to a vertically incident wave.
Kim, Hyung Suk.

Nonlinear response of a pile-soil-pile interaction model to a vertically incident wave. - 181 p.

Source: Dissertation Abstracts International, Volume: 66-06, Section: B, page: 3289.

Thesis (Ph.D.)--University of Southern California, 2005.

A simple pile-soil-pile interaction model is presented to analyze the nonlinear response of the grouped piles to lateral movements. The model considers the nonlinear behavior of soil and gap formation at the soil-pile interface. The grouped pile effects are developed via friction force of the soil blocks located between piles. The proposed model is analyzed by solving differential equations using a fourth-order Runge-Kutta algorithm. Examples of the proposed model with different parameters are presented, and the energy flow and distribution during the response of the system are examined. Proportions of dissipated energy by nonlinear behavior of the soil near the piles and by the friction of soil blocks are presented for various conditions of the pile group and the input wave. The maximum displacement and bending moment of piles and gaps are computed for vertically propagating waves with different frequencies and velocities. In addition, the foundations with rigid mass that represent the building are analyzed to investigate the energy transferred into the super-structure for different geometries of the pile group, the number of piles, and the pile spacing ratio. It is shown that different responses of piles and amounts of transferred energy are generated in the system even though the same input energies transmitted into a foundation with same dimensions.

ISBN: 0542204908Subjects--Topical Terms:

783781
Engineering, Civil.

Nonlinear response of a pile-soil-pile interaction model to a vertically incident wave.
LDR:02259nmm 2200265 4500 001 1814012
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008 130610s2005 eng d
020 $a 0542204908
035 $a (UnM)AAI3180399
035 $a AAI3180399
040 $a UnM $c UnM
100 1 $a Kim, Hyung Suk. $3 1903494
245 1 0 $a Nonlinear response of a pile-soil-pile interaction model to a vertically incident wave.
300 $a 181 p.
500 $a Source: Dissertation Abstracts International, Volume: 66-06, Section: B, page: 3289.
500 $a Adviser: M. D. Trifunac.
502 $a Thesis (Ph.D.)--University of Southern California, 2005.
520 $a A simple pile-soil-pile interaction model is presented to analyze the nonlinear response of the grouped piles to lateral movements. The model considers the nonlinear behavior of soil and gap formation at the soil-pile interface. The grouped pile effects are developed via friction force of the soil blocks located between piles. The proposed model is analyzed by solving differential equations using a fourth-order Runge-Kutta algorithm. Examples of the proposed model with different parameters are presented, and the energy flow and distribution during the response of the system are examined. Proportions of dissipated energy by nonlinear behavior of the soil near the piles and by the friction of soil blocks are presented for various conditions of the pile group and the input wave. The maximum displacement and bending moment of piles and gaps are computed for vertically propagating waves with different frequencies and velocities. In addition, the foundations with rigid mass that represent the building are analyzed to investigate the energy transferred into the super-structure for different geometries of the pile group, the number of piles, and the pile spacing ratio. It is shown that different responses of piles and amounts of transferred energy are generated in the system even though the same input energies transmitted into a foundation with same dimensions.
590 $a School code: 0208.
650 4 $a Engineering, Civil. $3 783781
690 $a 0543
710 2 0 $a University of Southern California. $3 700129
773 0 $t Dissertation Abstracts International $g 66-06B.
790 1 0 $a Trifunac, M. D., $e advisor
790 $a 0208
791 $a Ph.D.
792 $a 2005
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3180399