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

Energy-based modeling of liquefactio...

Tobita, Tetsuo.

Linked to FindBook

Google Book

Amazon

博客來

Energy-based modeling of liquefaction and earthquake site response.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Energy-based modeling of liquefaction and earthquake site response./
Author:	Tobita, Tetsuo.
Description:	179 p.
Notes:	Source: Dissertation Abstracts International, Volume: 64-06, Section: B, page: 2808.
Contained By:	Dissertation Abstracts International64-06B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3093928
ISBN:	0496416313

Energy-based modeling of liquefaction and earthquake site response.
Tobita, Tetsuo.

Energy-based modeling of liquefaction and earthquake site response. - 179 p.

Source: Dissertation Abstracts International, Volume: 64-06, Section: B, page: 2808.

Thesis (Ph.D.)--University of Southern California, 2002.

A methodology for the effective stress analysis is developed to simulate the local site response during earthquakes, especially for liquefiable soil deposits. The energy method which correlates dissipated energy and pore pressure buildup, and stress dilatancy, is successfully combined with multi-yield surface plasticity constitutive model.

ISBN: 0496416313Subjects--Topical Terms:

783781
Engineering, Civil.

Energy-based modeling of liquefaction and earthquake site response.
LDR:03342nmm 2200313 4500 001 1841325
005 20050908073016.5
008 130614s2002 eng d
020 $a 0496416313
035 $a (UnM)AAI3093928
035 $a AAI3093928
040 $a UnM $c UnM
100 1 $a Tobita, Tetsuo. $3 1929629
245 1 0 $a Energy-based modeling of liquefaction and earthquake site response.
300 $a 179 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-06, Section: B, page: 2808.
500 $a Adviser: Jean-Pierre Bardet.
502 $a Thesis (Ph.D.)--University of Southern California, 2002.
520 $a A methodology for the effective stress analysis is developed to simulate the local site response during earthquakes, especially for liquefiable soil deposits. The energy method which correlates dissipated energy and pore pressure buildup, and stress dilatancy, is successfully combined with multi-yield surface plasticity constitutive model.
520 $a The work in this dissertation consists of four parts, which take steps for generalization of the constitutive relation. First part investigates the possibility of the energy method through laboratory test results by computing energy from experimentally obtained hysteresis loop. Then the method is combined with a simple backbone curve given by a G-gamma curve to simulate pore pressure buildup under undrained cyclic loading with constant shear strain amplitude. A method to construct liquefaction strength curve from a G-gamma curve is also proposed. Then for arbitrary loading, the method is combined with one dimensional multi-yield surface plasticity model.
520 $a Second part investigates the applicability of one-dimensional model to site response. Firstly, total stress analysis is conducted to validate the model by comparing results with that of equivalent linear model. Secondly, a centrifuge test and an observed vertical array record are simulated. Model parameter can be determined by widely accepted material properties in geotechnical earthquake engineering. Results show fairly good agreements with measured data.
520 $a Third part generalizes the constitutive model from one- to three-dimension. The pore pressure model in compression is totally embedded in the constitutive relation as a form of volumetric flow. For unloading in dilation, a new elastic matrix is introduced to give similar stress path as one-dimensional model. Upon computation, a class of return mapping algorithm is used for an accuracy of numerical integration.
520 $a Fourth part applies the three-dimensional model to site response analysis. The model is first validated through the simulation of total stress analysis. Then the same centrifuge test as one-dimensional model is simulated. To see the effects of multi-directional shaking, the same vertical array data, but with two simultaneous input motions, i.e. NS and EW components, are used as an input. Results clearly show the effects of multi-directional input, and the effects of NS component seem dominating on pore pressure buildup.
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 64-06B.
790 1 0 $a Bardet, Jean-Pierre, $e advisor
790 $a 0208
791 $a Ph.D.
792 $a 2002
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3093928