Matrix methods of structural analysis (Record no. 40375)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 06592nam a22001577a 4500 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9788185594088 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.171 |
| Item number | MEG |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Meghre, A. S. |
| 245 ## - TITLE STATEMENT | |
| Title | Matrix methods of structural analysis |
| Remainder of title | theory, examples and programs |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Anand |
| Name of publisher, distributor, etc | Charotar Publishing House Pvt. Ltd. |
| Date of publication, distribution, etc | 2003 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xii,540p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc | CONTENTS<br/>Chapter 1: INTRODUCTION 1-26<br/>1-1 General 1<br/>1-2 Classification of structures 2<br/>1-3 Conditions of structural analysis 4<br/> 1-4 Methods of analysis 5<br/> 1-5 Degree of static indeterminacy 7<br/>1-6 Degree of kinematic indeterminacy 13<br/>1-7 Force and displacement 15<br/>1-8 Force displacement relations 15<br/>Exercises I 22<br/>Chapter 2: FLEXIBILITY METHOD 27-66<br/>2-1 General 27<br/>2-2 Flexibility method 27<br/>2-3 Calculation of displacements 36<br/>2-4 Examples of statically indeterminate structures 37<br/>2-5 General approach in flexibility method 42<br/>2-6 Examples 44<br/>2-7 Concluding remarks 61<br/>Exercises II 61<br/>Chapter 3: STIFFNESS METHOD 67-110<br/>3-1 General 67<br/>3-2 Continuous beam (I) 67<br/>3-3 Frames without sway and axial deformations 81<br/>3-4 Total joint load 85<br/>3-5 Bar assembly 87<br/>3-6 Spring assembly 91<br/>3-7 Shaft 93<br/>3-8 Continuous beam (II) 94<br/>3-9 Concluding remarks 105<br/>Exercises III 106<br/>Chapter 4: PLANE TRUSS 111-206<br/>4-1 General 111<br/>4-2 Stiffness matrix of a member 111<br/>4-3 Joint equilibrium equations 115<br/>4-4 Member force 117<br/>4-5 Examples 118<br/>4-6 Member stiffness matrix - alternate approach 124 <br/>4-7 Preliminaries to program 128<br/>4-8 Flow chart<br/>4-9 Data<br/>4-10 Data file<br/>4-11 Results<br/>4-12 Computer program TRUSS 1.FOR<br/>4-13 Listing of program TRUSS1.FOR<br/>4-14 Stiffness matrix in half band form<br/>4-15 Computer program TRUSS2.FOR<br/>4-16 Examples using TRUSS2.FOR<br/>4-17 Listing of program TRUSS2.FOR<br/>4-18 Reactions and boundary conditions<br/>4-19 Data type II<br/>4-20 Computer program TRUSS3.FOR<br/>4-21 Examples using TRUSS3.FOR<br/>4-22 Listing of program TRUSS3.FOR<br/>4-23 Analysis of symmetric trusses<br/>4-24 Inclined support<br/> Exercises IV<br/>Chapter 5: SPACE TRUSS<br/>5-1 General<br/>5-2 Stiffness matrix of a member<br/>5-3 Equilibrium of a joint<br/>5-4 Axial force in member<br/>5-5 Illustrative example<br/>5-6 Computer program STRUSS.FOR<br/>5-7 Listing of program STRUSS.FOR<br/>5-8 Examples using program<br/>5-9 Stiffness matrix of a member <br/> - alternate approach<br/>5-10 Establishing member axes<br/> Exercises V<br/>Chapter 6: PLANE FRAME<br/>6-1 General<br/>6-2 Stiffness matrix of a member<br/>6-3 Joint equilibrium conditions<br/>6-4 Member forces<br/>6-5 Numerical example<br/>6-6 Flow chart<br/>6-7 Computer program PFRAME.FOR<br/>6-8 Listing of program PFRAME.FOR<br/>6-9 Examples using program 254<br/>6-10 Internal hinge in member 260<br/>6-11 Neglecting axial deformations 263 <br/>6-12 Inclined roller support 268 <br/>6-13 Cable supported beam 273<br/>Exercises VI 277<br/>Chapter 7: GRID<br/>7-1 General<br/>7-2 Stiffness matrix of a member<br/>7-3 Joint equilibrium conditions<br/>7-4 Member forces<br/>7-5 Torsion constant<br/>7-6 Examples<br/>7-7 Computer program GRID.FOR<br/>7-8 Listing of program GRID.FOR<br/>7-9 Examples using program<br/> Exercises VII<br/>Chapter 8: SPACE FRAME<br/>8-1 General<br/>8-2 Stiffness matrix of a member<br/>8-3 Joint equilibrium conditions<br/>8-4 Fixed end reactions<br/>8-5 Member end forces<br/>8-6 Data type III<br/>8-7 Computer program SFRAME.FOR<br/>8-8 Listing of program SFRAME.FOR<br/>8-9 Example<br/>8-10 Examples using program SFRAME<br/> Exercises VIII<br/>Chapter 9: ADDITIONAL TOPICS - I<br/>9-1 General<br/>9-2 Half band width<br/>9-3 Joint-code relations from fixity data<br/>9-4 Joint load data and load vector<br/>9-5 Groupwise data<br/>9-6 Data generation<br/>9-7 Storage schemes and memory requirement<br/>9-8 Out-of-core methods<br/>9-9 Frontal solution method<br/>9-10 Variable dimensioning<br/>Exercise IX<br/>Chapter 10: ADDITIONAL TOPICS - II<br/>10-1 Effects of member loads,<br/>temperature and lack of fit in trusses 10-2 Elastic supports<br/>10-3 Direct approach in stiffness method 10-4 Super element 10-5 Sub-structure method of analysis 10-6 Plastic analysis<br/>10-7 Transfer matrix method Exercises X<br/>Chapter 11: ADDITIONAL TOPICS - III<br/>11-1 Stiffness method as a variational approach<br/>11-2 Strain energy<br/>11-3 Potential of loads<br/>11-4 Total potential energy<br/>11-5 Minimum potential energy theorem<br/>11-6 Loaded member - strain energy and<br/>potential of loads 11-7 Equilibrium equations and energy<br/>minimisation conditions 11-8 Interpolation and shape functions 11-9 Member stiffness matrix using<br/>assumed displacements<br/>11-10 Equivalent joint loads using shape functions 11-11 Introduction to finite element method 11-12 Triangular element for plane stress analysis Exercises XI<br/>Chapter 12: NON-LINEAR ANALYSIS<br/>Linear and non-linear response<br/>Secant and tangent stiffness matrices<br/>Non-linear analysis<br/>Non-linear behaviour of a truss<br/>Non-linear analysis of truss<br/>Program steps for non-linear analysis of truss<br/>Exercise XII<br/>Appendix A (Al) (A2)<br/>Slopes and deflections in beams Combination of standard formulae<br/>Appendix B<br/>(Bl) Restraining actions in restrained member<br/>Appendix C<br/>Bibliograph<br/>Index<br/>Appendix C<br/>Simultaneous linear algebraic equations<br/>(a) Determinant method<br/>(b) Elimination methods<br/>(bl) Gauss elimination method (rowwise)<br/>(b2) Row exchanges in<br/>Gauss eliminationmethod (b3) Gauss elimination for<br/>half banded matrix [HA] (b4) Gauss-Jordon elimination <br/>method (b5) Gauss method - columnwise<br/>reduction of symmetric matrix [ A ] (b6) Column wise reduction in skyline storage<br/>(c) Methods based on decomposition of [A ] (cl) Cholesky square root decomposition (c2) Cholesky decomposition of<br/>half banded matrix (c3) Gauss-Doolite decomposition<br/>of symmetric [ A ]<br/>(c4) Gauss-Doolite decomposition of [ HA ] (c5) Gauss-Doolite decomposition of [ASKY]<br/>(d) Iteration methods<br/>(dl) Gauss-Seidel iteration method<br/>(d2) Iteration method with<br/>half banded matrix [ HA ]<br/>(e) Use of inverse<br/>(f) Multiple and subsequent right sides<br/><br/> <br/> <br/> <br/> <br/> <br/><br/> <br/><br/><br/><br/><br/><br/><br/><br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Deshmukh, S. K. |
| 890 ## - Country | |
| Country | India |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date last borrowed | Price effective from | Koha item type | Public note |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | CEPT Library | CEPT Library | 17/09/2014 | 12 | 12 | 624.171 MEG | 013160 | 01/10/2022 | 30/09/2022 | 12/09/2014 | Book | Gratis |