Structural analysis : a unified classical and matrix approach

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Bibliographic Details
Main Author	Ghali, A.
Other Authors	Neville, Adam M., Brown, T. G.
Format	Electronic eBook
Language	English
Published	London ; New York : Spon Press, 2009.
Edition	6th ed.
Subjects	Structural analysis (Engineering) elektronické knihy electronic books
Online Access	Full text
ISBN	9781628707991 1628707992 9781498711043 1498711049 9780415774321 0415774322 9780415774338 0415774330
Physical Description	1 online resource (xxvi, 835 pages) : illustrations

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Table of Contents:

Cover
Half Title
Title Page
Copyright Page
Contents
Preface to the sixth edition
Notation
The SI system of units of measurement
1 Structural analysis modeling
1.1 Introduction
1.2 Types of structures
1.2.1 Cables and arches
1.3 Load path
1.4 Deflected shape
1.5 Structural idealization
1.6 Framed structures
1.6.1 Computer programs
1.7 Non-framed or continuous structures
1.8 Connections and support conditions
1.9 Loads and load idealization
1.9.1 Thermal effects
1.10 Stresses and deformations
1.11 Normal stress
1.11.1 Normal stresses in plane frames and beams
1.11.2 Examples of deflected shapes and bending moment diagrams
1.11.3 Deflected shapes and bending moment diagrams due to temperature variation
1.12 Comparisons: beams, arches and trusses
Example 1.1 Load path comparisons: beam, arch and truss
Example 1.2 Three-hinged, two-hinged, and totally fixed arches
1.13 Strut-and-tie models in reinforced concrete design
1.13.1 B- and D-regions
Example 1.3 Strut-and-tie model for a wall supporting an eccentric load
1.13.2 Statically indeterminate strut-and-tie models
1.14 Structural design
1.15 General
Problems
2 Statically determinate structures
2.1 Introduction
2.2 Equilibrium of a body
Example 2.1 Reactions for a spatial body: a cantilever
Example 2.2 Equilibrium of a node of a space truss
Example 2.3 Reactions for a plane frame
Example 2.4 Equilibrium of a joint of a plane frame
Example 2.5 Forces in members of a plane truss
2.3 Internal forces: sign convention and diagrams
2.4 Verification of internal forces
Example 2.6 Member of a plane frame: V and M-diagrams
Example 2.7 Simple beams: veri?cation of V and M-diagrams
Example 2.8 A cantilever plane frame
Example 2.9 A simply-supported plane frame.
Example 2.10 M-diagrams determined without calculation of reactions
Example 2.11 Three-hinged arches
2.5 Effect of moving loads
2.5.1 Single load
2.5.2 Uniform load
2.5.3 Two concentrated loads
Example 2.12 Maximum bending moment diagram
2.5.4 Group of concentrated loads
2.5.5 Absolute maximum effect
Example 2.13 Simple beam with two moving loads
2.6 Influence lines for simple beams and trusses
Example 2.14 Maximum values of M and V using influence lines
2.7 General
Problems
3 Introduction to the analysis of statically indeterminate structures
3.1 Introduction
3.2 Statical indeterminacy
3.3 Expressions for degree of indeterminacy
3.4 General methods of analysis of statically indeterminate structures
3.5 Kinematic indeterminacy
3.6 Principle of superposition
3.7 General
Problems
4 Force method of analysis
4.1 Introduction
4.2 Description of method
Example 4.1 Structure with degree of indeterminacy =2
4.3 Released structure and coordinate system
4.3.1 Use of coordinate represented by a single arrow or a pair of arrows
4.4 Analysis for environmental effects
4.4.1 Deflected shapes due to environmental effects
Example 4.2 Deflection of a continuous beam due to temperature variation
4.5 Analysis for different loadings
4.6 Five steps of force method
Example 4.3 A stayed cantilever
Example 4.4 A beam with a spring support
Example 4.5 Simply-supported arch with a tie
Example 4.6 Continuous beam: support settlement and temperature change
Example 4.7 Release of a continuous beam as a series of simple beams
4.7 Equation of three moments
Example 4.8 The beam of Example 4.7 analyzed by equation of three moments
Example 4.9 Continuous beam with overhanging end
Example 4.10 De?ection of a continuous beam due to support settlements.
4.8 Moving loads on continuous beams and frames
Example 4.11 Two-span continuous beam
4.9 General
Problems
5 Displacement method of analysis
5.1 Introduction
5.2 Description of method
Example 5.1 Plane truss
5.3 Degrees of freedom and coordinate system
Example 5.2 Plane frame
5.4 Analysis for different loadings
5.5 Analysis for environmental effects
5.6 Five steps of displacement method
Example 5.3 Plane frame with inclined member
Example 5.4 A grid
5.7 Analysis of effects of displacements at the coordinates
Example 5.5 A plane frame: condensation of stiffness matrix
5.8 General
Problems
6 Use of force and displacement methods
6.1 Introduction
6.2 Relation between flexibility and stiffness matrices
Example 6.1 Generation of stiffness matrix of a prismatic member
6.3 Choice of force or displacement method
Example 6.2 Reactions due to unit settlement of a support of a continuous beam
Example 6.3 Analysis of a grid ignoring torsion
6.4 Stiffness matrix for a prismatic member of space and plane frames
6.5 Condensation of stiffness matrices
Example 6.4 End-rotational stiffness of a simple beam
6.6 Properties of flexibility and stiffness matrices
6.7 Analysis of symmetrical structures by force method
6.8 Analysis of symmetrical structures by displacement method
Example 6.5 Single-bay symmetrical plane frame
Example 6.6 A horizontal grid subjected to gravity load
6.9 Effect of nonlinear temperature variation
Example 6.7 Thermal stresses in a continuous beam
Example 6.8 Thermal stresses in a portal frame
6.10 Effect of shrinkage and creep
6.11 Effect of prestressing
Example 6.9 Post-tensioning of a continuous beam
6.12 General
Problems
7 Strain energy and virtual work
7.1 Introduction
7.2 Geometry of displacements.
7.3 Strain energy
7.3.1 Strain energy due to axial force
7.3.2 Strain energy due to bending moment
7.3.3 Strain energy due to shear
7.3.4 Strain energy due to torsion
7.3.5 Total strain energy
7.4 Complementary energy and complementary work
7.5 Principle of virtual work
7.6 Unit-load and unit-displacement theorems
7.7 Virtual-work transformations
Example 7.1 Transformation of a geometry problem
7.8 Castigliano's theorems
7.8.1 Castigliano's first theorem
7.8.2 Castigliano's second theorem
7.9 General
8 Determination of displacements by virtual work
8.1 Introduction
8.2 Calculation of displacement by virtual work
8.3 Displacements required in the force method
8.4 Displacement of statically indeterminate structures
8.5 Evaluation of integrals for calculation of displacement by method of virtual work
8.5.1 Definite integral of product of two functions
8.5.2 Displacements in plane frames in terms of member end moments
8.6 Truss deflection
Example 8.1 Plane truss
Example 8.2 Deflection due to temperature: statically determinate truss
8.7 Equivalent joint loading
8.8 Deflection of beams and frames
Example 8.3 Simply-supported beam with overhanging end
Example 8.4 Deflection due to shear in deep and shallow beams
Example 8.5 Deflection calculation using equivalent joint loading
Example 8.6 Deflection due to temperature gradient
Example 8.7 Effect of twisting combined with bending
Example 8.8 Plane frame: displacements due to bending, axial and shear deformations
Example 8.9 Plane frame: flexibility matrix by unit-load theorem
Example 8.10 Plane truss: analysis by the force method
Example 8.11 Arch with a tie: calculation of displacements needed in force method
8.9 General
Problems
9 Further energy theorems
9.1 Introduction.
9.2 Betti's and Maxwell's theorems
9.3 Application of Betti's theorem to transformation of forces and displacements
Example 9.1 Plane frame in which axial deformation is ignored
9.4 Transformation of stiffness and flexibility matrices
9.5 Stiffness matrix of assembled structure
Example 9.2 Plane frame with inclined member
9.6 Potential energy
9.7 General
Problems
10 Displacement of elastic structures by special methods
10.1 Introduction
10.2 Differential equation for deflection of a beam in bending
10.3 Moment-area theorems
Example 10.1 Plane frame: displacements at a joint
10.4 Method of elastic weights
Example 10.2 Parity of use of moment-area theorems and method of elastic weights
Example 10.3 Beam with intermediate hinge
Example 10.4 Beam with ends encastre
10.4.1 Equivalent concentrated loading
Example 10.5 Simple beam with variable I
Example 10.6 End rotations and transverse deflection of a member in terms of curvature at equally-spaced sections
Example 10.7 Bridge girder with variable cross section
10.5 Method of finite differences
10.6 Representation of deflections by Fourier series
Example 10.8 Triangular load on a simple beam
10.7 Representation of deflections by series with indeterminate parameters
Example 10.9 Simple beam with a concentrated transverse load
Example 10.10 Simple beam with an axial compressive force and a transverse concentrated load
Example 10.11 Simple beam on elastic foundation with a transverse force
10.8 General
Problems
11 Applications of force and displacement methods: column analogy and moment distribution
11.1 Introduction
11.2 Analogous column: definition
11.3 Stiffness matrix of nonprismatic member
11.3.1 End rotational stiffness and carryover moment.

Structural analysis : a unified classical and matrix approach

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