Edited by: M. Papadrakakis and B.H.V. Topping
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Preliminaries |
1 | COMPUTATIONAL MECHANICS |
|
1.1 |
Efficient and Locking Free Anisotropic Plate and Shell Triangular Elements
J. Argyris and L. Tenek |
1 |
2 | BUCKLING AND STABILITY ANALYSIS |
|
2.1 |
Computational Structural Stability
W.B. Krätzig |
21 |
2.2 |
Buckling Characteristics of Single Layer Latticed Domes under Equipment Loading
H.M. Jung, Y.H. Kwon and M. Yamada |
33 |
2.3 |
Location of Bifurcation Points and Branching Analysis in Generalized Coordinates
K.A. Lazopoulos |
41 |
2.4 |
Finite Element Analysis of Tube Stability in Deep Water
J.L. Tassoulas, S.A. Karamanos, A.C. Nogueira and G. Mansour |
45 |
2.5 |
Nonlinear Interactive Buckling Solved by FEM
O. Roth and J. Ravinger |
61 |
2.6 |
Computing and Experimenting in Buckling
C.M. Menken, G. Schreppers, W.J. Groot and R. Petterson |
69 |
3 | DYNAMIC STABILITY ANALYSIS |
|
3.1 |
Qualitative Criteria in Nonlinear Dynamic Buckling and Stability of Autonomous Dissipative Systems
A.N. Kounadis |
77 |
3.2 |
On Kinematic Instability Phenomena of Elasto-Plastic Shell Structures
P. Nawrotzki, W.B. Krätzig and U. Montag |
83 |
3.3 |
Damping Influence of Simple Shell-Like Shallow Models to Dynamic Buckling
S-D. Kim, M.M. Kang, T.J. Kwun and Y. Hangai |
99 |
4 | APPLICATION OF GROUP THEORY |
|
4.1 |
Symmetry and the Direct Stiffness Method in Structural Analysis: A Formulation based on Group Theory
A. Zingoni, M.N. Pavlovic and G.M. Zlokovic |
107 |
5 | OPTIMIZATION FOR COMPUTATIONAL MECHANICS |
|
5.1 |
Superposition in Stress - Unilateral Cable Structures
C.D. Bisbos |
117 |
5.2 |
A New Method for the Numerical Treatment of Hemivariational Inequalities
E.S. Mistakidis and P.D. Panagiotopoulos |
123 |
5.3 |
Corrective Stress Distribution in Above-Ground Pipelines Due to the Presence of Friction on the Saddle Interfaces
C.C. Baniotopoulos and P.D. Panagiotopoulos |
131 |
6 | DYNAMIC ANALYSIS |
|
6.1 |
Dynamic Stiffness Analysis in Free Vibration of Toroidal Shell
A.Y.T. Leung and N.T.C. Kwok |
139 |
6.2 |
Space Flight Dynamic Simulations using Finite Element Results in Multibody System Codes
O. Wallrapp and D. Sachau |
149 |
6.3 |
Rayleigh-Ritz Analysis of Generally Orthotropic Composite Plates on Winkler Foundations
P. Venini and C. Mariani |
159 |
6.4 |
Vibration and Stability Modes of Long Flexible Structures
E.M. Daya and M. Potier-Ferry |
171 |
6.5 |
The Use of Multibody Dynamics in the Simulation of Structural Responses to Earthquakes
D. Neuenhaus and G. Sedlacek |
179 |
6.6 |
Incompatible Three-Dimensional Dynamic Finite Element Method
G.J. He and D.P. Chen |
185 |
6.7 |
On Lagrangian Approach to the Dynamics of Superimposed Blockstructures
A. Ercolano |
191 |
6.8 |
Modal Analysis of Structures by High-Order Multivariate Autoregressive Model
X. He and G. De Roeck |
199 |
7 | DYNAMIC SENSITIVITY ANALYSIS AND RE-ANALYSIS |
|
7.1 |
Numerical Methods for Dynamic Re-Analysis of Structures with Localized Modifications
K.H. Law, C.M.M. Carey, D.R. Mackay and G.H. Golub |
207 |
7.2 |
Sensitivity Analysis of Steady-State Response of Parametric Systems
Z. Wojcicki |
215 |
8 | EIGENSOLVERS |
|
8.1 |
Gradient Eigenanalysis on Nested Finite Elements
L. Bergamaschi, G. Gambolati, G. Pini and M. Putti |
225 |
8.2 |
Vibration of Antisymmetric Laminated Plates using Eigensensitivity Analysis
O. Barton and R. Reiss |
239 |
8.3 |
Implementation and Performance of Arnoldi and Lanczos Eigensolvers in Galerkin-Finite Element Computations
D. Papadopoulos, C. Siettos, A.G. Boudouvis and A.T. Chronopoulos |
253 |
9 | BOUNDARY ELEMENT METHODS |
|
9.1 |
Boundary Element Analysis of Transient Thermal Stresses in Viscoelastic Materials
S.S. Lee, Y.S. Sohn and S.H. Park |
263 |
9.2 |
Solving the Elastostatic Problem by the Analog Equation Method
J.T. Katsikadelis and C.B. Kandilas |
269 |
9.3 |
Numerical Analysis of Plate-Soil Interaction
J. Batista de Paiva and R. Butterfield |
275 |
9.4 |
Dynamic Analysis of Generalized Viscoelastic Systems with the Boundary Element Method
N. Makris, G.F. Dargush and M.C. Constantinou |
283 |
9.5 |
Adaptive Discretisation for the Boundary Integral Equation Method in Elasticity and Elastoplasticity
E. Astrinidis and R.T. Fenner |
291 |
9.6 |
Fatigue Crack Growth Studies using Dual Boundary Element Method
H. Nguyen-Dang and A.M. Yan |
301 |
9.7 |
Limiting Procedures and Calculation of Boundary Stresses in Three Dimensional Boundary Element Method
C. Fiedler and L. Gaul |
311 |
9.8 |
The BEM on Stress Concentration Reduction in Viscoplastic Plates
C.P. Providakis and D.A. Sotiropoulos |
323 |
9.9 |
Shear Stress Concentration in Hollow Pins
D.W. Begg, A.J. Gumienny, M.A. Devane and D.N. Gratton |
329 |
9.10 |
Transient Response Analysis of Elasto-Plastic Plates in Bending by Boundary Elements
C.P. Providakis and D.E. Beskos |
335 |
10 | FINITE DIFFERENCE METHODS |
|
10.1 |
Accuracy Increase of Finite Difference Calculations by Means of Differentiation of the Partial Differential Equations and the Boundary Conditions
M. Arad, R. Segev and G. Ben-Dor |
343 |
11 | STOCHASTIC PROCESSES AND MECHANICS |
|
11.1 |
Digital Simulation of Random Fields for Structural Applications
E. Bielewicz, J. Górski and H. Walukiewicz |
353 |
11.2 |
On Some Stochastic Eigenvalue Problems for Technical Applications
H. Grundmann, F. Duddeck and H. Waubke |
361 |
11.3 |
An Alternative Approach for Time Dependent Structural System Reliability
C.Q. Li |
369 |