Fundamentals of structural analysis with computer analysis & applications (Record no. 12298)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 07478nam a2200169Ia 4500 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 8121921953 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.171 |
| Item number | ROY |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Roy, Sujit Kumar |
| 245 ## - TITLE STATEMENT | |
| Title | Fundamentals of structural analysis with computer analysis & applications |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc. | New Delhi |
| Name of publisher, distributor, etc. | S. Chand & Co. Ltd. |
| Date of publication, distribution, etc. | 2010 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | ix,1014p. |
| 500 ## - GENERAL NOTE | |
| General note | CONTENTS 1.BASIS OF STRUCTURAL ANALYSIS .. 1-11 Introduction Relation between Analysis and Design Structural Idealisation-Classification of structures-Joint and Support Conditions-Material Characteristic Super Position-Loads. 2.EXTERNAL EQUILIBRIUM OF STRUCTURE .. 12-42 Introduction-Free Body Diagram-Calculation of Reactions-Matrix Formulation of Reaction Problems-Matrix Solution and Structural Behaviour-General Criteria for Determining Stability, Determinacy and Indeterminacy of a Structural Member-Calculation of Indeterminacy by Formulae. 3. TRUSS ANALYSIS ..43-123 Introduction-Basic Assumptions of Truss Analysis Analysis of Plane Truss-f-'urther Comments on Truss-Matrix Method of Solution of Trusses Space Truss. 4.AXIAL FORCE, SHEAR AND MOMENT DIAGRAMS-BEAM .. 124-162 Introduction- Internal Equilibrium of a Flexural Member-Relationship between Load, Shear and Moment-Drawing Axial Force, S.F. and B.M. Diagrams-Superposition of Moment Diagrams-Additional Methods for Drawing the S.F. and B.M. Diagrams-Loading Diagram from S.F. and/or Bending Moment Diagram. 5.THRUST, SHEAR AND MOMENT DIAGRAMS-FRAMES .. 163-187 Introduction-Analysis of Rigid Frames Sign Convention-Transformation of Concentrated and Distributed Loads. 6.CABLE, SUSPENSION BRIDGE AND THREE HINGED ARCH .. 188-245 Introduction-Analytical Solution of Cable Structure-Graphical Solution of Cable Problems- Analytical Solution of Cables under Concentrated Loads-The Length of a Cable-Elastic Stretch of a Cable-Suspension Bridge-Three Hinged Arch-Analysis of Three Hinged Arch. 7.FORCE DISPLACEMENT RELATIONS : GEOMETRIC METHODS .. 246-312 Introduction -Geometrical Method Differential Equation of the Deflection Curve-Singularity Function and Macaulay's Notation-Moment Area Method-Areas and Centre of Gravities of Standard Figures-Further Examples on Moment Area Methods-Methods of Concentrated Angle Changes-Correction for Pinned Structures-Conjugate Beam Method-Change of Support Condi-tions Sign Convention-Method of Superposition. 8.FORCE DISPLACEMENT RELATIONS-ENERGY METHOD .. 313-391 Introduction-Conservation of Energy, Work and Strain-Work and Complementary Work-Expressions for Strain Energy and Complementary Energy-Expressions for Strain Energy for Linear Elastic Member-Computations of Deflection Through Real Work-Virtual Work and Complementary Virtual Work-Principle of Virtual Work and Complementary Virtual Work (Rigid Bodies)- Principle of Virtual Work and Complementary Work (DeformableBodies)-Derivation of Principle of Complementary Virtual Work for a General Elastic Body-Expressions for Internal Complementary Virtual Work Application of Complementary Virtual Work-Important Energy Theorems -Linear and Nonlinear Problems-Betti's Theorem and Maxwell's Law of Reciprocal Deflection. 9. INFLUENCE LINES FOR STATICALLY DETERMINATE STRUCTURES 392-457 Introduction Influence Line for Determinate Structure Influence Lines by Virtual Work-Muller Breslau's Principle-Uses of Influence Lines Moving Concentrated Loads-Girders with Floor Beams Statical Analysis of a Girder with Floor Beams-Influence Lines for Girders with Floor Beams Maximum Shear in a Girder with Floor Beams-Influence Line for Truss -Influence Line for the Three Hinged Arch -Influence Line for three Hinged Suspension Bridge, 10. CLASSICAL COMPATIBILITY (FORCE) METHOD OF ANALYSIS 458-547 Introduction-Consistent Deformation Method-Notes for Drawing the B.M. Diagram for Portals Solution of Statically Indeterminate Trusses Indeterminate Structures Subjected to Support Settlements, Temperature Variation, Fabrication Error etc Application of Energy Methods in Statically Indeterminate Problems-Generalised Solution of Fixed Portal Frames (Elastic Centre Method)-Theorem of Three Moments-Derivation of the Equation Temperature Change and Fabrication Error. 11. CLASSICAL EQUILIBRIUM (DISPLACEMENT) METHODS OF ANALYSIS 548-707 Introduction-Slope Deflection Method-Derivation of Slope Deflection Equations-Slope Deflection Equations for Frames Iterative Solution of Slope Deflection Equations-Moment Distribution Method-Preliminary Ideas Application of Preliminary Ideas-Computation of Displacement Variables in M.D. Process-Systematic Steps of Moment Distribution Method-Distribution Factor at a Pinned End and at a Fixed End-Moment Distribution for Frames with Sloping Members Kani's Method-Derivation of Rotation Contribution Method End Conditions-Symmetrical Frames without Lateral Sway- Frames with Lateral Sway, Vertical Loading only-Frames with Lateral Sway Derivation of Special Cases. 12. TWO HINGED ARCH 708-728 Introduction-Standard Cases of Two Hinged Semicircular Arch of Constant Flexural Rigidity El.-Standard Cases of Two Hinged Parabolic Arch-Effect of Temperature Change and Yielding of Supports on Horizontal Thrust-Derivation of Horizontal Thrust without Neglecting Axial Force. 13. COLUMN ANALOGY 729-761 Introduction-General Equation of Stresses in a Column-Derivation of Column Analogy Method -Indeterminate and Corresponding Determinate Structures-Analogous Column-The Main Characteristic of Analogous Column-Properties of Analogous Column Sections Determination of Stiffness and Carry Over Factors by Column Analogy Method. 14. INFLUENCE LINES FOR STATICALLY INDETERMINATE STRUCTURES .. 762-806 Introduction-Influence Line Diagrams for Plane Frames-Qualitative Influence Line-Influence Lines for Indeterminate Truss-Influence Line for Two Hinged Arch. 15. APPROXIMATE METHODS OF ANALYSIS OF INDETERMINATE STRUCTURES .. 807-833 Introduction-Approximate Analysis of Statically Indeterminate Trusses-Approximate Analysis of Beams and Frames- Portals and Mills Bents Subjected to Lateral Forces-Building Frames Subjected to Vertical Forces only - Building Frames subjected to Lateral Forces. 16. MATRIX METHOD OF STRUCTURAL ANALYSIS .. 834-943 Introduction-Classification of Framed/Skeletal Structure-Degree of Freedom Boundary Conditions-Force Displacement Relationships -Fundamental Concept of Matrix Method of Structural Analysis-Matrix Method of Analysis of Plane Trusses-Matrix Method of Analysis for Beam Structures- Matrix Method of Analysis of Frame Structure-Matrix Method of Analysis of Grillages-Space Frame. 17. DYNAMIC ANALYSIS OF STRUCTURE .. 944-971 Introduction-Importance of Vibration Analysis-Nature of Dynamic Influences-Classification of Vibration Problems-Response of Single Degree Freedom System-Forced Vibration-Support Movement-Vibration Isolation and Trans-missibility- Rotating Unbalanced Force. 18. PLASTIC ANALYSIS OF STRUCTURES .. 972-998 Introduction-Stress-Strain Behavior of Metal-Some Useful Terminology-Assumption in Plastic Analysis-Fundamentals of Plastic Analysis-Flexure of Beam-Effect of Axial Force on Fully Plastic Moment-Collapse Mechanisms-Plastic Analysis-Application to Portal Frame-Geometry of Mechanism. ANSWERS .. 999-1007 LANDMARKS IN THE HISTORY OF STRUCTURAL ENGINEERING .. 1008-1009 BIBLIOGRAPHY .. 1010 INDEX .. 1011-1014 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Chakrabarty, Subrata |
| 890 ## - COUNTRY | |
| -- | India |
| 891 ## - TOPIC | |
| -- | School of Building Science & Technology, CEPT Uni. |
| Withdrawn status | Lost status | Damaged status | Not for loan | Collection code | Home library | Current library | Date acquired | Source of acquisition | Cost, normal purchase price | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date checked out | Price effective from | Koha item type | Public note |
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| Faculty of Technology | CEPT Library | CEPT Library | 17/01/2011 | S. Chand & Company Ltd. | 395.00 | 20 | 14 | 624.171 ROY | 007232 | 14/09/2024 | 02/09/2024 | 30/08/2013 | Book | Status:Catalogued;Bill No:AM10CR002876 |