| Description |
1 online resource (963 pages) |
| Contents |
Cover; Half Title; Title Page; Copyright Page; Table of Contents; Preface to the Seventh Edition; Notation; The SI System of Units of Measurement; Imperial equivalents of SI units; 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 |
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1.11.1 Normal stresses in plane frames and beams1.11.2 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; 1.13 Strut-and-tie models in reinforced concrete design; 1.13.1 B- and D-regions; 1.13.2 Statically indeterminate strut-and-tie models; 1.14 Structural design; 1.15 General; 2: Statically determinate structures; 2.1 Introduction; 2.2 Equilibrium of a body; 2.3 Internal forces: sign convention and diagrams; 2.4 Verification of internal forces |
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2.5 Effect of moving loads2.5.1 Single load; 2.5.2 Uniform load; 2.5.3 Two concentrated loads; 2.5.4 Group of concentrated loads; 2.5.5 Absolute maximum effect; 2.6 Influence lines for simple beams and trusses; 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; 3.3.1 Plane frames having pin connections; 3.4 General methods of analysis of statically indeterminate structures; 3.5 Kinematic indeterminacy; 3.6 Principle of superposition; 3.7 General |
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4: Force method of analysis4.1 Introduction; 4.2 Description of method; 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; 4.5 Analysis for different loadings; 4.6 Five steps of force method; 4.7 Equation of three moments; 4.8 Moving loads on continuous beams and frames; 4.9 General; 5: Displacement method of analysis; 5.1 Introduction; 5.2 Description of method; 5.3 Degrees of freedom and coordinate system |
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5.4 Analysis for different loadings5.5 Analysis for environmental effects; 5.6 Five steps of displacement method; 5.7 Analysis of effects of displacements at the coordinates; 5.8 General; 6: Use of force and displacement methods; 6.1 Introduction; 6.2 Relation between flexibility and stiffness matrices; 6.3 Choice of force or displacement method; 6.4 Stiffness matrix for a prismatic member of space and plane frames; 6.5 Condensation of stiffness matrices; 6.6 Properties of flexibility and stiffness matrices; 6.7 Analysis of symmetrical structures by force method |
| Notes |
6.8 Analysis of symmetrical structures by displacement method |
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Print version record |
| Form |
Electronic book
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| Author |
Neville, Adam
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| ISBN |
9781351971546 |
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1351971549 |
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