MARC

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003 OCoLC
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006 m o d
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008 100811s1973 nyua ob 101 0 eng d
040 |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 
019 |a 1162068254  |a 1311345995  |a 1311346780 
020 |a 9780122532504  |q (electronic bk.) 
020 |a 0122532503  |q (electronic bk.) 
020 |a 9781483272542  |q (electronic bk.) 
020 |a 1483272540  |q (electronic bk.) 
035 |a (OCoLC)655339649  |z (OCoLC)1162068254  |z (OCoLC)1311345995  |z (OCoLC)1311346780 
050 4 |a TA641  |b .N83 
072 7 |a TEC  |x 009020  |2 bisacsh 
082 0 4 |a 624/.171/02854 
245 0 0 |a Numerical and computer methods in structural mechanics  |c Edited by Steven J. Fenves [and others] Contributors: D.J. Ayres [and others]. 
260 |a New York,  |b Academic Press,  |c 1973. 
300 |a 1 online resource (xx, 677 pages)  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references. 
588 0 |a Print version record. 
505 0 |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 
505 8 |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 
505 8 |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 
505 8 |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 
505 8 |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 
520 |a Numerical and Computer Methods in Structural Mechanics. 
546 |a English. 
650 0 |a Structural analysis (Engineering)  |x Data processing. 
650 0 |a Finite element method  |x Data processing. 
650 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 
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 
653 |a Structures  |a Analysis  |a Applications of digital computer systems 
655 7 |a proceedings (reports)  |2 aat  |0 (CStmoGRI)aatgf300027316 
655 7 |a Conference papers and proceedings  |2 fast  |0 (OCoLC)fst01423772 
655 7 |a Conference papers and proceedings.  |2 lcgft 
655 7 |a Actes de congr�es.  |2 rvmgf  |0 (CaQQLa)RVMGF-000001049 
700 1 |a Fenves, Steven J.  |q (Steven Joseph),  |e editor. 
710 1 |a United States.  |b Office of Naval Research. 
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 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780122532504  |z Texto completo