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1.

図書

図書
edited by F.-J. Ulm, Z.P. Baz̆ant and F.H. Wittmann
出版情報: Amsterdam ; Tokyo : Elsevier, 2001  xviii, 811 p. ; 25 cm
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2.

図書

図書
edited by J. Mazars, and Z.P. Bažant ; under the auspices of Centre national de la recherche scientifique, France and National Science Foundation, USA
出版情報: London ; New York : Elsevier Applied Science, c1989  xv, 550 p. ; 25 cm
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3.

図書

図書
edited by Zdeněk P. Bažant and Yapa D.S. Rajapakse
出版情報: Boston : Kluwer Academic Publishers, c1999  xiii, 435 p. ; 27 cm
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4.

図書

図書
Victor C. Li, Zdeněk P. Bažant, editors
出版情報: Detroit : American Concrete Institute, c1989  v, 298 p. ; 23 cm
シリーズ名: ACI publication ; SP-118
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5.

図書

図書
coordinators, Zdenek P. Bazant, Zhi-Yuan Weng
出版情報: Los Angeles : American Association for Structural Mechanics in Reactor Technology, 1989  ix, 169 p. ; 26 cm
シリーズ名: Structural mechanics in reactor technology : transactions of the 10th International Conference on Structural Mechanics in Reactor Technology, 14-18 August 1989, Anaheim, California, USA / editor, Asadour H. Hadjian ; v. Q
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6.

図書

図書
Walter Gerstle, Zdeněk P. Bažant, editors
出版情報: Detroit : American Concrete Institute, c1992  vi, 176 p. ; 23 cm
シリーズ名: ACI publication ; SP-134
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7.

図書

図書
by Zdeněk P. Bažant and Luigi Cedolin
出版情報: New York : Oxford University Press, 1991  xxiv, 984 p. ; 25 cm
シリーズ名: The Oxford engineering science series ; 26
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目次情報: 続きを見る
Preface
Introduction
Elastic Theories / I:
Buckling of Elastic Columns by Equilibrium Analysis / 1:
Theory of Bending / 1.1:
Euler Load, Adjacent Equilibrium, and Bifurcation / 1.2:
Differential Equations of Beam-Columns / 1.3:
Critical Loads of Perfect Columns with Various End Restraints / 1.4:
Imperfect Columns and the Southwell Plot / 1.5:
Code Specifications for Beam-Columns / 1.6:
Effect of Shear and Sandwich Beams / 1.7:
Pressurized Pipes and Prestressed Columns / 1.8:
Large Deflections / 1.9:
Spatial Buckling of Beams under Torque and Axial Force / 1.10:
Buckling of Elastic Frames by Equilibrium Analysis / 2:
Stiffness and Flexibility Matrices of Beam-Columns / 2.1:
Critical Loads of Frames and Continuous Beams / 2.2:
Buckling as a Matrix Eigenvalue Problem and Use of Finite Elements / 2.3:
Large Regular Frames / 2.4:
Postcritical Reserve in Redundant Trusses / 2.5:
Postcritical Behavior of Frames / 2.6:
Built-Up Columns and Regular Frames as Columns with Shear / 2.7:
High Arches / 2.8:
Long-Wave Buckling of Regular Frames / 2.9:
Continuum Approximation for Large Regular Frames / 2.10:
Dynamic Analysis of Stability / 3:
Vibration of Columns or Frames and Divergence / 3.1:
Nonconservative Loads and Flutter / 3.2:
Pulsating Loads and Parametric Resonance / 3.3:
Other Types of Dynamic Loads / 3.4:
Definition of Stability / 3.5:
Theorems of Lagrange-Dirichlet and of Liapunov / 3.6:
Stability Criteria for Dynamic Systems / 3.7:
Stability of Continuous Elastic Systems / 3.8:
Nonlinear Oscillations and Chaos / 3.9:
Energy Methods / 4:
Positive-Definite Matrices, Eigenvalues, and Eigenvectors / 4.1:
Potential Energy for Discrete Elastic Systems / 4.2:
Bifurcation Buckling at Small Deflections / 4.3:
Snapthrough and Flat Arches / 4.4:
Large-Deflection Postcritical Behavior and Types of Bifurcation / 4.5:
Koiter's Theory, Imperfection Sensitivity, and Interaction of Modes / 4.6:
Catastrophe Theory and Breakdown of Symmetry / 4.7:
Snapdown at Displacement-Controlled Loading / 4.8:
Incremental Work Criterion at Equilibrium Displacements / 4.9:
Energy Analysis of Continuous Structures and Approximate Methods / 5:
Indirect Variational Method and Euler Equation / 5.1:
Beam on Elastic Foundation / 5.2:
Rayleigh Quotient / 5.3:
Timoshenko Quotient and Relations between Various Bounds / 5.4:
Bound Approximation for Columns, Frames, and High Arches / 5.5:
Rayleigh-Ritz Variational Method / 5.6:
Galerkin Variational Method / 5.7:
Method of Successive Approximations and Lower Bounds / 5.8:
Nonlinear Problems; Large Deflections of Columns / 5.9:
Thin-Walled Beams / 6:
Potential Energy and Differential Equations / 6.1:
Axial-Torsional Buckling of Columms / 6.2:
Lateral Buckling of Beams and Arches / 6.3:
Beams of Arbitrary Open Cross Section / 6.4:
Box Girders / 6.5:
Plates and Shells / 7:
Classical Plate Theory / 7.1:
Differential Equation and Strain Energy / 7.2:
Buckling of Rectangular Plates / 7.3:
Large Deflections and Postcritical Reserve of Plates / 7.4:
Axisymmetric Buckling of Cylindrical Shells / 7.5:
Shallow or Quasi-Shallow Shells / 7.6:
Nonlinear Analysis of Shell Buckling and Imperfections / 7.7:
Sandwich Plates and Shells / 7.8:
Inelastic, Damage, and Fracture Theories / II:
Elastoplastic Buckling / 8:
Perfect Columns or Structures and Shanley's Bifurcation / 8.1:
Imperfect Columns and Structures / 8.2:
Effect of Residual Stresses / 8.3:
Metal Columns and Structures: Design and Code Specifications / 8.4:
Concrete Columns and Structures: Design and Code Specifications / 8.5:
Perfectly Plastic Large-Deflection Buckling, Impact, and Blast / 8.6:
Geometric Tensile Instability, Localization, and Necking / 8.7:
Creep Buckling / 9:
Viscoelastic Stress-Strain Relations / 9.1:
Viscoelastic Buckling / 9.2:
Viscoplastic Buckling / 9.3:
Buckling of Aging Viscoelastic Structures / 9.4:
Effect of Creep Deflection on Concrete Column Strength / 9.5:
Nonlinear Creep and Long-Time Strength of Concrete Structures / 9.6:
Creep Buckling at Finite Deflections / 9.7:
Stability of Inelastic Structures, Bifurcation and Thermodynamic Basis / 10:
Thermodynamic Criteria of Stable State / 10.1:
Thermodynamic Criteria of Stable Path / 10.2:
Application to Elastoplastic Columns and Broader Implications / 10.3:
Critical States of Stability and Bifurcation / 10.4:
Stability at Infinitesimal Loading Cycles / 10.5:
Drucker's and Il'yushin's Postulates for Stable Materials / 10.6:
Stability of Frictional Materials and Structures / 10.7:
Three-Dimensional Continuum Instabilities and Effects of Finite Strain Tensor / 11:
Finite Strain / 11.1:
Stresses, Work, and Equilibrium at Finite Strain / 11.2:
Incremental Equilibrium and Objective Stress Rates / 11.3:
Tangential Moduli at Large Initial Stress / 11.4:
Stable States and Paths for Multidimensional Continuous Bodies / 11.5:
Column or Plate with Shear: Finite-Strain Effect / 11.6:
Surface Buckling and Internal Buckling of Anisotropic Solids / 11.7:
Consistent Geometric Stiffness Matrix of Finite Elements / 11.8:
Buckling of Curved Fibers in Composites / 11.9:
Fracture as a Stability Problem / 12:
Linear Elastic Fracture Mechanics / 12.1:
Nonlinear Fracture Mechanics and Size Effect / 12.2:
Crack Stability Criterion and R-Curve / 12.3:
Snapback Instability of a Crack and Ligament Tearing / 12.4:
Stable States and Stable Paths of Interacting Cracks / 12.5:
Crack Spacing / 12.6:
Damage and Localization Instabilities / 13:
Wave in Strain-Softening Materials / 13.1:
Series-Coupling Model for Localization Due to Softening / 13.2:
Localization of Softening Damage into Planar Bands / 13.3:
Localization of Softening Damage into Ellipsoidal Regions / 13.4:
Localization of Softening Damage into Spherical or Circular Regions / 13.5:
Localization in Beams and Softening Hinges / 13.6:
Friction: Static and Dynamic / 13.7:
Bifurcations Due to Interaction of Softening Damage Zones / 13.8:
Size Effect, Mesh Sensitivity, and Energy Criterion for Crack Bands / 13.9:
Nonlocal Continuum and Its Stability / 13.10:
Constitutive Equations for Strain Softening / 13.11:
Glossary of Symbols
Author Index
Subject Index
Appendix to the Dover Edition
Preface
Introduction
Elastic Theories / I:
8.

図書

図書
edited by Zdeněk P. Bažant
出版情報: Chichester [West Sussex] ; New York : Wiley, c1985  xviii, 611 p. ; 24 cm
シリーズ名: Wiley series in numerical methods in engineering
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9.

図書

図書
edited by Z.P. Bažant and F.H. Wittmann
出版情報: Chichester [West Sussex] : Wiley, c1982  x, 363 p. ; ill. ; 24 cm
シリーズ名: Wiley series in numerical methods in engineering
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10.

図書

図書
by Zdeněk Bažant
出版情報: Amsterdam : Elsevier Scientific Pub. Co. , New York : distribution for the U.S.A. and Canada, Elsevier/North-Holland, 1979  615 p. ; 25 cm
シリーズ名: Developments in geotechnical engineering ; 24
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