Theory of Beam Columns Volume 2 Space Behavior and Design 1st Edition by Wai-Fah Chen, Toshio Atsuta – Ebook PDF Instant Download/Delivery: 1932159770, 9781932159776
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Product details:
ISBN 10: 1932159770
ISBN 13: 9781932159776
Author: Wai-Fah Chen, Toshio Atsuta
This second volume of a two-volume work discusses systematically the complete theory of space beam-columns. It presents principles and methods of analysis for beam-columns in space which should be the basis for structural design and shows how these theories are applied for the solution of practical design problems.
Table of contents:
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Beam-Column Under Biaxial Loading
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Basic Concepts
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General Approach
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Historical Developments
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Organization of the Book
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Review of Bending and Torsion
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Biaxial Bending of Beams
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Uniform Torsion
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Nonuniform Torsion
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Differential Equation of Torsion
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Differential Equations of Beam-Columns
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Lateral Buckling of Beams and Beam-Columns
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Elastic Simply Supported Beams
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Elastic Cantilevers
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Elastic Restrained Beams
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Plastic Steel Beams
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Design Criteria for Steel Beams
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Continuous Beams
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Elastic Beam-Columns
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Plastic Steel Beam-Columns
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Design Criteria for Steel Beam-Columns
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Direct Stiffness Analysis of Elastic Lateral Buckling
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Analysis of Elastic Beam-Columns
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Beam-Column with Equal End Eccentricities – Exact Approach
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Beam-Column with Equal End Eccentricities – Approximate Approach
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Beam-Columns with Unequal End Eccentricities
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Beam-Columns with Initial Imperfections
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Finite Deformation of Biaxially Loaded Beam-Columns
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Strength of Beam-Column Segments
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Approximate Method of Analysis
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Exact Method for Symmetric Section
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Exact Method for General Section
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Interaction Curves for Structural Steel Sections
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Interaction Relations for Wide-Flange Sections
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Interaction Relations for Reinforced Concrete Sections
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Behavior of Beam-Column Segments
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Generalized Stress-Strain Relationships
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Tangent Stiffness Approach
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Response of Segment to Cyclic Loading
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Subsequent Yield Surfaces
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Function Fitting of Generalized Stress-Strain Curves
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Behavior of Fabricated Tubular Steel Segments
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Behavior of Reinforced Concrete Sections
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Approximate Deflection Method for Plastic Beam-Columns
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Basic Equations
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Tangent Stiffness Approach for Symmetric Loading
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Beam-Column with Unequal End Eccentricities
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Ultimate Strength Analyses
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Averaged Flow Moments for Unsymmetric Loading
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Influence Coefficient Method for Plastic Beam-Columns
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Beam-Column of Closed or Solid Cross Section
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Beam-Column of Open Cross Section
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Numerical Integration Method for Plastic Beam-Columns
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Ultimate Strength of Beam-Column of Closed Section
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Ultimate Strength of Beam-Column of Open Section
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Lateral Torsional Buckling of Beam-Columns
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Finite Difference Method for Plastic Beam-Columns
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Finite Differences
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Scope
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Theory
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Numerical Technique
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Numerical Examples
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Finite Segment Method for Plastic Beam-Columns
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Elastic-Plastic Section Properties
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Segment Stiffness Matrix
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Rotation Matrix and Master Stiffness Matrix
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Tangent Stiffness Approach for Numerical Solutions
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Finite Element Method for Plastic Beam-Columns
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Formulation of Basic Equilibrium Equations
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Generalized Stress-Strain Relationships
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Finite Element Model for Elastic Response
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Elastic Buckling of Columns
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Elastic Stability of Beam-Columns
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Finite Element Model for Plastic Response
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Plastic Buckling of Columns
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Plastic Stability of Beam-Columns
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Coupled Local and Member Buckling
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Design of Biaxially Loaded Beam-Columns
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Short Beam-Columns
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Long Beam-Columns Under Symmetric Loading
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Long Beam-Columns Under Unsymmetric Loading
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Method of K Coefficients
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Design Examples
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Tests on Biaxially Loaded Steel Wide-Flange Beam-Columns
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Reinforced Concrete Columns Under Biaxial Loading
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Tags: Wai Fah Chen, Toshio Atsuta, Theory, Beam Columns, Volume 2, Space Behavior, Design



