Structural analysis : a unified classical and matrix approach
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TextPublication details: London Spon Press 2008Edition: Ed.5Description: xxiv,844,ip.axes 663 22.6 Element stiffness matrices 665 22.7 Transformation matrices 666 22.8 Member stiffness matrices with respect to global coordinates 667 22.9 Assemblage of stiffness matrices and load vectors 669 Example 22.3 Stiffness matrix and load vectors for a plane frame 671 22.10 Displacement support conditions and support reactions 674 22.11Solution of banded equations 677 Example 22.4Four equations solved by Cholesky's method 679 22.12 Member end-forces 680 Example 22.5 Reactions and member end-forces in a plane truss 681 22.13 General 683 23. Implementation of computer analysis 685 23.1 Introduction 685 23.2 Displacement boundary conditions in inclined coordinates 685 Example 23.1 Stiffness of member of plane frame with respect to inclined coordinates 688 23.3 Structural symmetry 689 23.3.1 Symmetrical structures subjected to symmetrical loading 690 23.3.2 Symmetrical structures subjected to nonsymmetrical loading 691 23.4 Displacement constraints 692 23.5 Cyclic symmetry 695 Example 23.2 Grid: skew bridge idealization 697 23.6 Substructuring 698 23.7 Plastic analysis of plane frames 700 23.7.1 Stiffness matrix of a member with a hinged end 701 Example 23.3 Single-bay gable frame 702 23.8 Stiffness matrix of member with variable cross section or with curved axis 705 Example 23.4 Horizontal curved grid member 706 23.9 General 708 Problems 708 24. Nonlinear analysis 713 24.1 Introduction 713 24.2 Geometric stiffness matrix 714 24.3 Simple example of geometric nonlinearity 714 Example 24.1 Prestressed cable carrying central concentrated load 715 24.4 Newton-Raphson's technique: solution of nonlinear equations 716 24.4.1 Modified Newton-Raphson's technique 719 24.5 Newton-Raphson's technique applied to trusses 720 24.5.1 Calculations in one iteration cycle 721 24.5.2 Convergence criteria 722 24.6 Tangent stiffness matrix of a member of plane or space truss 723 Example 24.2Prestressed cable carrying central concentrated load: iterative analysis 726 24.7 Nonlinear buckling 727 24.8 Tangent stiffness matrix of a member of plane frame 728 24.9 Application of Newton-Raphson's technique to plane frames 731 Example 24.3 Frame with one degree of freedom 734 Example 24.4 Large deflection of a column 737 24.10 Tangent stiffness matrix of a triangular membrane element 740 24.11Analysis of structures made of nonlinear material 744 24.12 Iterative methods for analysis of material nonlinearity 745 Example 24.5 Axially loaded bar 747 Example 24.6 Plane truss 748 24.13 General 750 Problems 750 Appendices 754 Answers to Problems804 General references 832 Index834\2ISBN: - 0415280923
- 624.171 GHA
| Item type | Current library | Collection | Call number | Status | Notes | Date due | Barcode | Item holds | |
|---|---|---|---|---|---|---|---|---|---|
| Book | CEPT Library | BK | 624.171 GHA | Available | Status:Catalogued;Bill No:40806 | 004722 |
Total holds: 0
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