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SCIDIR_ocn655339649 |
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20231117044439.0 |
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100811s1973 nyua ob 101 0 eng d |
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|a OCLCE
|b eng
|e pn
|c OCLCE
|d OCLCQ
|d OCLCF
|d OCLCO
|d OPELS
|d N$T
|d OCLCA
|d DEBSZ
|d OCLCO
|d YDXCP
|d OCLCQ
|d OCLCO
|d MERUC
|d OCLCQ
|d UKAHL
|d VLY
|d OCLCQ
|d OCLCO
|d COM
|d OCL
|d OCLCQ
|d OCLCO
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|a 1162068254
|a 1311345995
|a 1311346780
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|a 9780122532504
|q (electronic bk.)
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|a 0122532503
|q (electronic bk.)
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|a 9781483272542
|q (electronic bk.)
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|a 1483272540
|q (electronic bk.)
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|a (OCoLC)655339649
|z (OCoLC)1162068254
|z (OCoLC)1311345995
|z (OCoLC)1311346780
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|a TA641
|b .N83
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|a TEC
|x 009020
|2 bisacsh
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|a 624/.171/02854
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|a Numerical and computer methods in structural mechanics
|c Edited by Steven J. Fenves [and others] Contributors: D.J. Ayres [and others].
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260 |
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|a New York,
|b Academic Press,
|c 1973.
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300 |
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|a 1 online resource (xx, 677 pages)
|b illustrations
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336 |
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|a text
|b txt
|2 rdacontent
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337 |
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references.
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|a Print version record.
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|a Front Cover; Numerical and Computer Methods in Structural Mechanics; Copyright Page; Table of Contents; LIST OF CONTRIBUTORS; PREFACE; PARTI: FINITE ELEMENTS-FUNDAMENTALS; Chapter 1. Variational Procedures and Convergence of Finite-Element Methods; References; Chapter 2. Isoparametric and Allied Numerically Integrated Elements- A Review; 1. Introduction; 2. Basic Principles of Shape Function (Interpolation) Mapping; 3. Uniqueness of Mapping; 4. Iso-, Sub-, and Superparametric Elements; 5. Evaluation of Element Properties in Curvilinear Coordinates
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|a 6. Required Accuracy of Numerical Integration7. Some Useful Elements for Two- and Three-Dimensional Analysis; 8. Degeneration of Quadrilateral or Brick Elements; 9. Computation Efficiency of Numerical Integration; 10. Practical Examples and Stress Computation; 11. Shells and Plates as Limiting Cases of Three-Dimensional Analysis; 12. Applications to Nonlinear Analysis; 13. Concluding Remarks-OtherUses of Mapping; References; Chapter 3. Incompatible Displacement Models; 1. Introduction; 2. Source of Errors; 3. Addition of Incompatible Modes for Two-Dimensional Isoparametric Elements
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505 |
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|a 4. Three-Dimensional Elements5. Thick Shell Element; 6. Thick Shell Examples; References; Chapter 4. Hybrid Models; 1. Introduction; 2. Formulation of Hybrid Stress Model; 3. Features of Hybrid Stress Model; 4. Hybrid Displacement Models; 5. Conclusion; References; Chapter 5. Computer Implementation of the Finite-Element Procedure; 1. Introduction; 2. Prerequisites; 3. Solution Methods for the Load-Deflection Equations; 4. Incorporation of Different Finite-Element Types; 5. Modular Design; 6. Problem Description and Representation of the Results; Acknowledgments; References
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|a PARTII: CRITICAL REVIEW OF GENERAL-PURPOSE STRUCTURAL MECHANICS PROGRAMSChapter 6. Review of the ASKA Program; 1. Introduction; 2. General Information; 3. Element Library; 4. Preparation of an ASKA Job; 5. Special Features in ASKA; 6. Dynamic Analysis; 7. Problems Solved with ASKA; 8. Concluding Remarks; Acknowledgment; References; Chapter 7. A Critical View of NASTRAN; 1. Introduction; 2. History of NASTRAN; 3. Boeing Evaluation Project; 4. Analytic Capability; 5. Element Technology; 6. Numerical Methods; 7. Ease of Use; 8. Problem Size; 9. Performance; 10. Design Criteria
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|a 11. Maintainability12. Conclusion; Appendix A. Future NASTRAN Developments; Appendix B. Examples of Analysis; References; Chapter 8. The DAISY Code; 1. Introduction; 2. Some Features of DAISY; 3. Lockheed's Development of DAISY; 4. Some Examples of Problems Solved with DAISY; 5. Future Plans; Chapter 9. An Evaluation of the STARDYNESystem; 1. Introduction; 2. STARDYNE; 3. Examples of Problems Solved; 4. Performance; 5. Conclusions; Chapter 10. Analysis and Design Capabilities of STRUDL Program; 1. Introduction; 2. Definition of the Problem; 3. Analysis Facilities; 4. Design Facilities
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520 |
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|a Numerical and Computer Methods in Structural Mechanics.
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546 |
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|a English.
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650 |
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0 |
|a Structural analysis (Engineering)
|x Data processing.
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650 |
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0 |
|a Finite element method
|x Data processing.
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650 |
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6 |
|a Th�eorie des constructions
|0 (CaQQLa)201-0015598
|x Informatique.
|0 (CaQQLa)201-0380011
|
650 |
|
6 |
|a M�ethode des �el�ements finis
|0 (CaQQLa)201-0021899
|x Informatique.
|0 (CaQQLa)201-0380011
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650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
|
650 |
|
7 |
|a Finite element method
|x Data processing
|2 fast
|0 (OCoLC)fst00924900
|
650 |
|
7 |
|a Structural analysis (Engineering)
|x Data processing
|2 fast
|0 (OCoLC)fst01135607
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653 |
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|a Structures
|a Analysis
|a Applications of digital computer systems
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655 |
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7 |
|a proceedings (reports)
|2 aat
|0 (CStmoGRI)aatgf300027316
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655 |
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7 |
|a Conference papers and proceedings
|2 fast
|0 (OCoLC)fst01423772
|
655 |
|
7 |
|a Conference papers and proceedings.
|2 lcgft
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655 |
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7 |
|a Actes de congr�es.
|2 rvmgf
|0 (CaQQLa)RVMGF-000001049
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700 |
1 |
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|a Fenves, Steven J.
|q (Steven Joseph),
|e editor.
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710 |
1 |
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|a United States.
|b Office of Naval Research.
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776 |
0 |
8 |
|i Print version:
|t Numerical and computer methods in structural mechanics.
|d New York, Academic Press, 1973
|w (DLC) 72088339
|w (OCoLC)799454
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856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780122532504
|z Texto completo
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