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1.

図書

図書
edited by Vaughan D. Griffiths and Giancarlo Gioda
出版情報: Wien : Springer, c2001  333 p. ; 24 cm
シリーズ名: CISM courses and lectures ; no. 426
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2.

図書

図書
editors: D.V. Griffiths ... [et al.]
出版情報: Reston, VA : American Society of Civil Engineers , Red Hook, NY : Printed by Curran Associates, 2017  v, 157 p. ; 28 cm
シリーズ名: Geotechnical special publication ; no. 282
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3.

図書

図書
sponsored by the Computer Applications Committee of the Geo-Institute of the American Society of Civil Engineers ; edited by George M. Filz, D.V. Griffiths
出版情報: Reston, Va. : American Society of Civil Engineers, c2000  vii, 119 p. ; 22 cm
シリーズ名: Geotechnical special publication ; no. 96
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目次情報: 続きを見る
Stage Excavation Analyses of CA/T Slurry Walls / Wern-ping Chen ; John Reinfurt ; Frederick O. Vincent
Effect of Retaining Walls Deformation Modes on Numerically Calculated Earth Pressure / Fathey Elsaid
Propagation of Uncertainty in Mechanistic Models of Soil / Roger Ghanem
Characterizing the Three-Dimensional Stress--Strain Behavior of Sandy Soils: A Neuro-Mechanistic Approach / Yacoub Najjar ; Xiaobin "Carol" Zhang
Effect of Particle Properties on Soil Behavior: Three-Dimensional Numerical Modelling of Shearbox Tests / Qinglai Ni ; William Powrie ; Xing Zhang ; Richard Harkness
Modeling Drained Triaxial Compression Behavior of Sand Using Artificial Neural Networks / Dayakar Penumadu ; Rongda Zhao
Advanced Numerical Modelling of Footings on Granular Soils / P.K. Woodward ; K. Nesnas ; D.V. Griffiths
Numerical Analysis of the Load Transfer and Deformation in a Soil Nailed Slope / Michael Z. Yang ; Eric C. Drumm
Subject Index
Author Index
Stage Excavation Analyses of CA/T Slurry Walls / Wern-ping Chen ; John Reinfurt ; Frederick O. Vincent
Effect of Retaining Walls Deformation Modes on Numerically Calculated Earth Pressure / Fathey Elsaid
Propagation of Uncertainty in Mechanistic Models of Soil / Roger Ghanem
4.

図書

図書
I.M. Smith and D.V. Griffiths
出版情報: Chichester ; New York : Wiley, c1998  xii, 534 p. ; 23 cm
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目次情報: 続きを見る
Preface
Acknowledgement
Preliminaries: Computer Strategies / 1:
Introduction / 1.1:
Hardware / 1.2:
Memory management / 1.3:
Vector processors / 1.4:
Parallel processors / 1.5:
BLAS libraries / 1.6:
MPI libraries / 1.7:
Applications software / 1.8:
Arithmetic / 1.8.1:
Conditions / 1.8.2:
Loops / 1.8.3:
Array features / 1.9:
Dynamic arrays / 1.9.1:
Broadcasting / 1.9.2:
Constructors / 1.9.3:
Vector subscripts / 1.9.4:
Array sections / 1.9.5:
Whole-array manipulations / 1.9.6:
Intrinsic procedures for arrays / 1.9.7:
Additional Fortran 95 features / 1.9.8:
Subprogram libraries / 1.9.9:
Structured programming / 1.9.10:
Conclusions / 1.10:
References
Spatial Discretisation by Finite Elements / 2:
Rod element / 2.1:
Rod stiffness matrix / 2.2.1:
Rod mass element / 2.2.2:
The eigenvalue equation / 2.3:
Beam element / 2.4:
Beam element stiffness matrix / 2.4.1:
Beam element mass matrix / 2.4.2:
Beam with an axial force / 2.5:
Beam on an elastic foundation / 2.6:
General remarks on the discretisation process / 2.7:
Alternative derivation of element stiffness / 2.8:
Two-dimensional elements: plane strain and plane stress / 2.9:
Energy approach / 2.10:
Plane element mass matrix / 2.11:
Axisymmetric stress and strain / 2.12:
Three-dimensional stress and strain / 2.13:
Plate-bending element / 2.14:
Summary of element equations for solids / 2.15:
Flow of fluids: Navier-Stokes equations / 2.16:
Simplified flow equations / 2.17:
Steady state / 2.17.1:
Transient state / 2.17.2:
Advection / 2.17.3:
Further coupled equations: Biot consolidation / 2.18:
Programming Finite Element Computations / 2.19:
Local coordinates for quadrilateral elements / 3.1:
Numerical integration for quadrilaterals / 3.2.1:
Analytical integration for quadrilaterals / 3.2.2:
Local coordinates for triangular elements / 3.3:
Numerical integration for triangles / 3.3.1:
Multi-element assemblies / 3.4:
"Element-by-element" or "Mesh-free" techniques / 3.5:
Conjugate gradient method / 3.5.1:
Preconditioning / 3.5.2:
Unsymmetric systems / 3.5.3:
Symmetric non-positive definite equations / 3.5.4:
Symmetric eigenvalue systems / 3.5.5:
Incorporation of boundary conditions / 3.6:
Programming using building blocks / 3.7:
Black box routines / 3.7.1:
Special purpose routines / 3.7.2:
Plane elastic analysis using quadrilateral elements / 3.7.3:
Plane elastic analysis using triangular elements / 3.7.4:
Axisymmetric strain of elastic solids / 3.7.5:
Plane steady laminar fluid flow / 3.7.6:
Mass matrix formation / 3.7.7:
Higher-order 2D elements / 3.7.8:
Three-dimensional elements / 3.7.9:
Assembly of elements / 3.7.10:
Solution of equilibrium equations / 3.8:
Evaluation of eigenvalues and eigenvectors / 3.9:
Jacobi algorithm / 3.9.1:
Lanczos algorithm / 3.9.2:
Solution of first order time dependent problems / 3.10:
Solution of coupled Navier-Stokes problems / 3.11:
Solution of coupled transient problems / 3.12:
Absolute load version / 3.12.1:
Incremental load version / 3.12.2:
Solution of second order time dependent problems / 3.13:
Modal superposition / 3.13.1:
Newmark or Crank-Nicolson method / 3.13.2:
Wilson's method / 3.13.3:
Explicit methods and other storage-saving strategies / 3.13.4:
Static Equilibrium of Structures / 4:
One-dimensional analysis of axially loaded elastic rods using 2-node rod elements / 4.1:
Analysis of elastic pin-jointed frames using 2-node rod elements in two or three dimensions / Program 4.2:
Analysis of elastic beams using 2-node beam elements (elastic foundation optional) / Program 4.3:
Analysis of elastic rigid-jointed frames using 2-node beam/ro / Program 4.4:
Preface
Acknowledgement
Preliminaries: Computer Strategies / 1:
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