Computational Mechanics '86: Theory and Applications Proceedings of International Conference on Computational Mechanics, May 25-29, 1986, Tokyo: Vo (Paperback, Softcover Repri)

Plates and Shells.- Some Problems of Shearing and Twisting of Shallow Spherical Shells.- Formulation of Reissner-Mindlin Moderately-Thick/Thin Plate Bending Elements.- Deformations and Stresses in Shallow Spherical and Paraboloidal Domes with Polar Openings under Rotationally Symmetrical Loads.- Algorithms for Nonlinear Contact Constraints with Application to Stability Problems of Rods and Shells.- A Quadrilateral Membrane Element with Rotational Freedoms.- The Finite Element Method of Viscoelastic Large Deformation Plane Problem with Kirchhoff Stress Tensors-Green Strain Tensors Constitutive Relation.- A Shape Function Routine for a Thin, Curved Beam Finite Element.- Influence of Element Form on Accuracy in Isoparametric Elements.- Two Shear Deformable Plate Theories Vis-a-Vis Two Discrete Methods.- Elasto-Plastic Analysis of Thick Walled Cantilevered Tubes.- Numerical Investigation of the Deformation Behaviour of Elastic-Plastic Circular Thick-Walled Tubes under External Pressure and Axial Load.- Practical Method of Analysis of Rectangular Plates with Holes and Complicated Boundary Conditions by the Use of Spline Functions.- A Mixed Finite Element Method for Layered Composite Plates.- On the Selection of Stress Parameters for Hybrid/Mixed Finite Elements.- Quadratic Spline Thick/Thin Plate Triangular Hybrid Elements.- Reasonable Selection of the Stress Modes in a Hybrid Stress Element.- Development of Hierarchal Finite Element Methods at BIAA.- Reduced Integration, Nonconforming Modes, and their Coupling in Finite Elements.- Thick Shell Elements with Optimal Transverse Shear Interpolation.- Stiffened and Continuous Annular Sector Plates.- The Finite Strip-Element Method.- An Optimally Controlled Four-Node Quadrilateral Element for Reissner-Mindlin Plate.- The Recent Advances of MWR for Solid Mechanics in China.- A Study of the Isoparametric Timoshenko Beam Element with Reduced Integration.- Finite Element Models Based on the Method of Weighted Residuals.- On Simple Finite Element Methods for Mindlin Plates.- Panpenalty Finite Element Method.- Further Discussion of the New Lagrangian and Serendipity Degenerated Shell Elements.- Solid and Structural Mechanics.- On a Combined Stability and Contact Problem Concerning Multi-Lamellae Compression Flanges of I-Beams.- A Variational Framework for n-th Order Invariant Continuum Mechanics.- The Formulation and Solution of the Governing Equations of Motion for Three-Dimensional Linear Viscoelastodynamics.- Quasi-Generalized Virtual Work Principle and 3-Kind Variable of Generalized Variational Principle in Elastic Theory.- The Buckling Problem of Non-Homogeneous Beam.- The Exact Solution of Unequal Thickness Plate Problem.- Automatic Input of Computer Analysis in the Saw-tooth Transverse Bents.- Computer-Aided Nondestructive Measurements of Plastic Strains from Surface Displacements.- Approximate Modal Coupling of Multi Degree of Freedom Substructures.- Aero-Hydroelasticity and Stress of Spacers for Fuel Elements as Structural Anisotropic Domes Composed of Cylindrical Shells.- A Finite Element Model for the Lateral Strength of Railroad Track Structures.- Edge Effect of Hyperbolic Cooling Tower Supported by Column System.- Effect of Structural Twisting on the Optimal Stiffness of Shear Wall in Tall Building.- A Minimum Principle on Displacements and a Related NLP Formulation for the Elastostatics of Cable Systems.- An Adaptive Dynamic Relaxation Method for Static Problems.- Elastic Analysis of a Cylindrical Storage Tank by the Coupling Method of Boundary and Finite Elements.- A Semi-Analytical Finite Strip for Continuous Plate Structures.- Use of Off-Set Beam Elements in a Model for Torsional Deflection Analysis of a Grid Structure of Open Cross Sections.- Transient Response of a Bent Boom of Variable Cross Section with Link Joints Subjected to General Transient Loads.- Materially Nonlinear Large Displacement Analysis of Structures Using Reduced Basis Technique.- The Limit Analysis of Spa