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100717s1989 enka ob 100 0 eng d |
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|a 597566965
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|a 974615950
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|a 9781483150925
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|a 1483150925
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|z 0080375227
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|a dlr
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|a TA645
|b .M63 1989
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|a Modern practice in stress and vibration analysis :
|b proceedings of the conference held at the University of Liverpool, 3-5 April 1989 /
|c edited by J.E. Mottershead.
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|a Stress and vibration analysis
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|a 1st ed.
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|a Oxford [England] ;
|a New York :
|b Pergamon Press,
|c 1989.
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|a 1 online resource (xi, 341 pages) :
|b illustrations
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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
|b cr
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|a Includes bibliographical references.
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|a Print version record.
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|3 Use copy
|f Restrictions unspecified
|2 star
|5 MiAaHDL
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|a Electronic reproduction.
|b [Place of publication not identified] :
|c HathiTrust Digital Library,
|d 2010.
|5 MiAaHDL
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|a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.
|u http://purl.oclc.org/DLF/benchrepro0212
|5 MiAaHDL
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|a digitized
|c 2010
|h HathiTrust Digital Library
|l committed to preserve
|2 pda
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|a Front Cover; Modern Practice in Stress and Vibration Analysis; Copyright Page; Table of Contents; FOREWORD; Chapter 1. Structural Modification Analysis using Rayleigh Quotient Iteration; ABSTRACT; KEYWORDS; 1. INTRODUCTION; 2. THE ORIGINAL PURPOSE OF DEVELOPING THE FIRST-ORDER PERTURBATION; 3. HISTORICAL DEVELOPMENT OF FIRST- (AND HIGHER- ) ORDER SENSITIVITY; 4. CONDITION NUMBERS; 5. RAYLEIGH QUOTIENT; 6. RAYLEIGH QUOTIENT ITERATION; 7. NUMERICAL EXAMPLES; 8. POSSIBLE USE OF THESE MODIFICATION TOOLS; 9. SUMMARY; ACKNOWLEDGEMENT; REFERENCES; Chapter 2. Vibration Control in Spacecraft; ABSTRACT.
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|a KEYWORDSINTRODUCTION; PASSIVE VS ACTIVE CONTROL; ACTIVE CONTROL FORMULATION; CONCLUSION; REFERENCES; Chapter 3. A Finite Element Stress Analysis of Porous Media; 1. INTRODUCTION; 2. GOVERNING EQUATIONS; 3. STRESS DETERMINATION OF POROUS MEDIA; 4. APPLICATIONS; 5. GENERAL CONCLUSION AND FUTURE DEVELOPMENT; REFERENCES; Chapter 4. Stress Analysis using Boundary Elements; ABSTRACT; KEYWORDS; INTRODUCTION TO BOUNDARY ELEMENTS; ADVANTAGES AND DISADVANTAGES OF BOUNDARY ELEMENTS; NONLINEAR PROBLEMS; CURRENT AND FUTURE DEVELOPMENTS; REFERENCES.
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|a Chapter 5. Algorithms for the Rapid Computation of Response of an Oscillator with Bounded Truncation Error EstimatesABSTRACT; KEYWORDS; INTRODUCTION; REFERENCES; Chapter 6. The Non-contacting Measurement of Full-field Modal Stresses under Random Loading Conditions; ABSTRACT; KEYWORDS; INTRODUCTION; CALCULATION OF THE FREQUENCY RESPONSE FUNCTION; TEST RESULTS FOR PRE-RESONANT RANDOM LOADING; TEST RESULTS FOR MODAL CONDITIONS; CORRELATION OF SPATE DATA WITH IDEALISED MODELS; DISCUSSION; ACKNOWLEDGEMENTS; REFERENCES.
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|a Chapter 7. A Strategy for Quality Assurance in Theoretical and Experimental Modal AnalysisABSTRACT; KEYWORDS; INTRODUCTION; PROFESSIONAL OBLIGATIONS OF THE ENGINEER; THE NEED FOR STANDARDISATION; SCOPE OF EXPERIMENTAL AND THEORETICAL MODAL ANALYSIS; CURRENT ISSUES AFFECTING QUALITY ASSURANCE AND STANDARDISATION IN MODAL ANALYSIS; EXPERIMENTAL ASPECTS; THE NATIONAL AGENCY FOR FINITE ELEMENT METHODS AND STANDARDS, A MODEL FOR QUALITY ASSURANCE; CONCLUDING REMARKS; ACKNOWLEDGEMENT; REFERENCES; Chapter 8. Frequency Analysis of an Ultrasonically Excited Thick Cylinder; ABSTRACT; KEYWORDS.
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|a NTRODUCTIONLABORATORY CONFIGURATION; INITIAL MODAL ANALYSIS INVESTIGATION; ELECTRONIC SPECKLE PATTERN INTERFEROMETRY; FINITE ELEMENT MODELLING; FULL MODAL ANALYSIS OF THICK CYLINDER; STRUCTURAL MODIFICATION; CONCLUSIONS; ACKNOWLEDGEMENTS; REFERENCES; Chapter 9. Prediction of Vibrational Power Transmission through Jointed Beams; ABSTRACT; KEYWORDS; INTRODUCTION; POWER TRANSMISSION IN A JOINTED BEAM; CLOSED FORM SOLUTION FOR MULTIPLE REFLECTIONS; CONCLUSIONS; ACKNOWLEDGEMENT; REFERENCES; APPENDIX 1; APPENDIX 2; Chapter 10. Experimental Study on Control of Building Structures by Active Cables.
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|a Modern Practice in Stress and Vibration Analysis documents the proceedings of the conference on Modern Practice in Stress and Vibration Analysis organized by the Stress Analysis Group of the Institute of Physics at the University of Liverpool, 3-5 April 1989. The Group has been known in the UK for its contribution in providing meetings with an emphasis on application, covering topics which range widely to include modern numerical techniques and advanced experimentation. The volume contains 34 papers presented by researchers at the conference covering a wide range of topics such as the applicat.
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|a Structural analysis (Engineering)
|v Congresses.
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|a Strains and stresses
|v Congresses.
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|a Vibration
|v Congresses.
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650 |
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6 |
|a Th�eorie des constructions
|0 (CaQQLa)201-0015598
|v Congr�es.
|0 (CaQQLa)201-0378219
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650 |
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6 |
|a Contraintes (M�ecanique)
|0 (CaQQLa)201-0015088
|v Congr�es.
|0 (CaQQLa)201-0378219
|
650 |
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6 |
|a Vibration
|0 (CaQQLa)201-0009676
|v Congr�es.
|0 (CaQQLa)201-0378219
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650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x General.
|2 bisacsh
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650 |
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7 |
|a Strains and stresses
|2 fast
|0 (OCoLC)fst01134288
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650 |
|
7 |
|a Structural analysis (Engineering)
|2 fast
|0 (OCoLC)fst01135602
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650 |
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|a Vibration
|2 fast
|0 (OCoLC)fst01166160
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650 |
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|a Mechanische Beanspruchung
|2 gnd
|0 (DE-588)4196812-8
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|a Schwingung
|2 gnd
|0 (DE-588)4053999-4
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|a Congress
|0 (DNLM)D016423
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655 |
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|a proceedings (reports)
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|a Conference papers and proceedings
|2 fast
|0 (OCoLC)fst01423772
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655 |
|
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|a Conference papers and proceedings.
|2 lcgft
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|a Actes de congr�es.
|2 rvmgf
|0 (CaQQLa)RVMGF-000001049
|
700 |
1 |
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|a Mottershead, J. E.
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710 |
2 |
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|a University of Liverpool.
|b Institute of Physics.
|b Stress Analysis Group.
|
776 |
0 |
8 |
|i Print version:
|t Modern practice in stress and vibration analysis.
|b 1st ed.
|d Oxford [England] ; New York : Pergamon Press, 1989
|w (DLC) 89008753
|w (OCoLC)19886449
|
856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780080375229
|z Texto completo
|