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|a 624.1/71/01515353
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|a UAMI
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|a Brown, D. K.,
|e author.
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|a Introduction to the Finite Element Method using BASIC Programs /
|c D.K. Brown.
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|a First edition.
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|a Boca Raton, FL :
|b CRC Press,
|c 2014.
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|a 1 online resource :
|b text file, PDF
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|a text
|b txt
|2 rdacontent
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|a computer
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|2 rdamedia
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|a online resource
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|a "This updated, revised and extended edition gives a comprehensive introduction to the understanding and use of the finite element method as applied to structures. The text methodically covers all the important bridges in understanding up to and including the introduction of isoparametric elements."--Provided by publisher.
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|a Cover; Half Title; Dedication; Title Page; Copyright Page; Preface; Acknowledgements; Contents; 1 Introduction; Appendix 1.1 Suggested further reading; Basic equations; Matrix Methods; Computer Routines; Energy Methods; Finite Element Analysis; Appendix 1.2 Introducing the finite element method-crossing bridges in understanding; Background; Aims, Objectives and Assessment; Education; Training; 2 PJFRAME: Pin-jointed plane frames; 2.0 Introduction; 2.1 Example of truss; 2.1.1 Application of equilibrium; 2.1.2 Conditions for geometric compatibility
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|a 2.1.3 Stress/strain or force/elongation relations2.1.4 Boundary conditions and solution; 2.2 The pin-jointed element; 2.2.1 Direction cosines; 2.2.2 Procedure in applying stiffness method to a pin-jointed structure; 2.2.3 Solution of truss in Fig 2.10 using the stiffness method; 2.2.4 Load vector {P}; 2.2.5 Nodal forces and reactions; 2.3 Implementation in program; 2.3.1 Description of program; 2.3.2 Data preparation; 2.3.3 Program PJFRAME; 2.3.4 Example of truss analysis using PJFRAME; Appendix 2.1 PJFRAME: Program summary and data sheet; 1. Introduction; 2. Datasheet for PJFRAME
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|a 3 PLFRAME: Rigid/pin-jointed plane frames3.0 Introduction; 3.1 Development of equations; 3.1.1 Stiffness matrix about member axis; 3.1.2 Application of equations (3.12) to a simple orthogonal structure; 3.1.3 Transforming the member stiffness matrix [K'] from local to global coordinates; 3.1.4 Example; 3.1.5 Dealing with different end conditions; 3.1.6 Dealing with member loads; 3.2 Implementation in program; 3.2.1 Description of program; 3.2.2 Data preparation; 3.2.3 Program PLFRAME; 3.2.4 Example of plane frame analysis using PLFRAME; Appendix 3.1 PLFRAME: Program summary and data sheet
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|a 1. Introduction2. Datasheet for PLFRAME; Appendix 3.2 Alternative approach to finding the stiffness matrix; 4 FEPCST: Plane stress/plane strain finite element analysis using constant strain triangles; 4.0 Introduction; 4.1 Development of equations; 4.1.1 The stiffness coefficients for a general triangular plane stress/plane strain element; 4.2 Illustrative example; 4.2.1 Using element stiffness matrices; 4.2.2 Using potential energy applied to the whole structure; 4.3 Implementation in program; 4.3.1 Description of program; 4.3.2 Data preparation; 4.3.3 Program FEPCST
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|a 4.3.4 Example of solution to continuum problem using FEPCSTAppendix 4.1 FEPCST: Program summary and data sheet; 1. Introduction; 2. Datasheet for FEPCST; 5 FEPB: Bending of thin flat plates; 5.0 Introduction; 5.1 Development of equations; 5.1.1 Finite element method -- rectangular element; 5.1.2 Determination of triple product; 5.1.3 Assemblage and solution; 5.2 Implementation in program; 5.2.1 Description of program; 5.2.2 Data preparation; 5.2.3 Program FEPB; 5.2.4 Example of solution to thin rectangular plate problem using FEPB; Appendix 5.1 FEPB: Program summary and data sheet
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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650 |
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|a Structural engineering.
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650 |
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|a Technique de la construction.
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650 |
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|a structural engineering.
|2 aat
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|a Structural engineering
|2 fast
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|i has work:
|a An introduction to the finite element method using BASIC programs (Text)
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