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Nonlinear pile group model for trans...

Otani, Jun.

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Nonlinear pile group model for transient dynamic response analysis.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Nonlinear pile group model for transient dynamic response analysis./
作者:	Otani, Jun.
面頁冊數:	239 p.
附註:	Source: Dissertation Abstracts International, Volume: 51-11, Section: B, page: 5481.
Contained By:	Dissertation Abstracts International51-11B.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9111345

Nonlinear pile group model for transient dynamic response analysis.
Otani, Jun.

Nonlinear pile group model for transient dynamic response analysis. - 239 p.

Source: Dissertation Abstracts International, Volume: 51-11, Section: B, page: 5481.

Thesis (Ph.D.)--University of Houston, 1990.

A computational model of soil-pile interaction behavior in pile and pile group foundations is reported in this document. Particular attention was paid to making the model simple and capable of taking into account nonlinear soil behavior, such as gapping and slippage between soil and pile, and the cyclic behavior of soil. The model was developed within the frame work of the Winkler model defined by plane strain conditions. In the model, the soil is divided into a number of layers and, in each layer, the soil model is divided into two parts. One is an inner field model, which accounts for nonlinear characteristics, and the other is a far field model formulated using time domain plane strain solutions based on the Fourier transform of frequency domain solutions. Dynamic loads are applied at the pile head or heads. In order to analyze transient dynamic response in a rigorous manner, the model was formulated in the time domain using a step-by-step method. A transfer matrix approach was also adopted in the response computation.Subjects--Topical Terms:

783781
Engineering, Civil.

Nonlinear pile group model for transient dynamic response analysis.
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035 $a (UnM)AAI9111345
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040 $a UnM $c UnM
100 1 $a Otani, Jun. $3 1918647
245 1 0 $a Nonlinear pile group model for transient dynamic response analysis.
300 $a 239 p.
500 $a Source: Dissertation Abstracts International, Volume: 51-11, Section: B, page: 5481.
500 $a Chair: M. W. O'Neill.
502 $a Thesis (Ph.D.)--University of Houston, 1990.
520 $a A computational model of soil-pile interaction behavior in pile and pile group foundations is reported in this document. Particular attention was paid to making the model simple and capable of taking into account nonlinear soil behavior, such as gapping and slippage between soil and pile, and the cyclic behavior of soil. The model was developed within the frame work of the Winkler model defined by plane strain conditions. In the model, the soil is divided into a number of layers and, in each layer, the soil model is divided into two parts. One is an inner field model, which accounts for nonlinear characteristics, and the other is a far field model formulated using time domain plane strain solutions based on the Fourier transform of frequency domain solutions. Dynamic loads are applied at the pile head or heads. In order to analyze transient dynamic response in a rigorous manner, the model was formulated in the time domain using a step-by-step method. A transfer matrix approach was also adopted in the response computation.
520 $a Development and formulation of the proposed model was verified by using rigorous solutions and more rigorous numerical methods such as finite element and boundary element methods in both the frequency and time domains. Analyses were conducted for both linear and nonlinear conditions of the soil. Furthermore, using experimental results obtained from full-scale tests, the developed formulation for the pile response analysis was verified.
520 $a Most of the above comparisons were made on the global force-displacement relation, expressed as response behavior. Most studies on pile and pile group foundations have been conducted on experimental or theoretical aspects individually, and it is important to compare the analytically obtained behavior with the behavior observed in experimental studies for developing design methods for pile foundations. After development and verification of the computational model for pile response, it is evident that this model may be a very efficient and indispensible tool for the design of pile and pile group foundations.
590 $a School code: 0087.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geotechnology. $3 1018558
690 $a 0543
690 $a 0428
710 2 0 $a University of Houston. $3 1019266
773 0 $t Dissertation Abstracts International $g 51-11B.
790 1 0 $a O'Neill, M. W., $e advisor
790 $a 0087
791 $a Ph.D.
792 $a 1990
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=9111345