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- Vibration analysis, compressive loads, elastic foundations, and more- Transverse vibration equations- Dynamics of deformable systems- Optimal designed beams
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- Vibration analysis, compressive loads, elastic foundations, and more- Transverse vibration equations- Dynamics of deformable systems- Optimal designed beams
Produktdetails
- Produktdetails
- Engineering Reference S
- Verlag: McGraw Hill LLC
- New
- Seitenzahl: 239
- Erscheinungstermin: Januar 2004
- Englisch
- Abmessung: 237mm x 157mm x 22mm
- Gewicht: 490g
- ISBN-13: 9780071431880
- ISBN-10: 0071431888
- Artikelnr.: 22165095
- Herstellerkennzeichnung
- Libri GmbH
- Europaallee 1
- 36244 Bad Hersfeld
- gpsr@libri.de
- Engineering Reference S
- Verlag: McGraw Hill LLC
- New
- Seitenzahl: 239
- Erscheinungstermin: Januar 2004
- Englisch
- Abmessung: 237mm x 157mm x 22mm
- Gewicht: 490g
- ISBN-13: 9780071431880
- ISBN-10: 0071431888
- Artikelnr.: 22165095
- Herstellerkennzeichnung
- Libri GmbH
- Europaallee 1
- 36244 Bad Hersfeld
- gpsr@libri.de
Igor A. Karnovsky, Ph.D., D.Sc., is a specialist in structural analysis, theory of vibration, and optimal control of vibration. He has 30 years of experience in research, teaching, and consulting in this field, and is the author of more than 70 published scientific papers, including several books in theory of vibrations. He also holds a number of vibration-control-related patents. Olga Lebed, M.A., M.Sc., specializes in engineering mechanics, stress analysis, and structural analysis. The author of 14 published scientific papers, she has 15 years of experience as a researcher, instructor, and consultant. She is a teacher of engineering at the British Columbia Institute of Technology and researcher at Condor Rebar Consultants, Canada.
PREFACE ACKNOWLEDGMENTS NOTATION Chapter 1: Transverse Vibration Equations
Chapter 2: Bernouli-Euler Beams on Elastic Linear Foundation Chapter 3:
Prismatic Beams Under Compressive and Tensile Axial Loads Chapter 4:
Bress-Timoshenko Uniform Prismatic Beams Chapter 5: Non-Uniform One-Span
Beams Chapter 6: Optimal Designed Beams Chapter 7: Nonlinear Transverse
Vibrations Chapter 8: Arches APPENDIX A: EIGENFUNCTIONS AND THEIR
DERIVATIVES FOR ONE-SPAN BEAMS WITH DIFFERENT BOUNDARY CONDITIONS APPENDIX
B: EIGENFUNCTIONS AND THEIR DERIVATIVES FOR MULTISPAN BEAMS WITH EQUAL
LENGTH AND DIFFERENT BOUNDARY CONDITIONS APPENDIX C: SOME USEFUL DEFINITE
INTEGRALS APPENDIX D: SOME ASSUMED FUNCTIONS INDEX
Chapter 2: Bernouli-Euler Beams on Elastic Linear Foundation Chapter 3:
Prismatic Beams Under Compressive and Tensile Axial Loads Chapter 4:
Bress-Timoshenko Uniform Prismatic Beams Chapter 5: Non-Uniform One-Span
Beams Chapter 6: Optimal Designed Beams Chapter 7: Nonlinear Transverse
Vibrations Chapter 8: Arches APPENDIX A: EIGENFUNCTIONS AND THEIR
DERIVATIVES FOR ONE-SPAN BEAMS WITH DIFFERENT BOUNDARY CONDITIONS APPENDIX
B: EIGENFUNCTIONS AND THEIR DERIVATIVES FOR MULTISPAN BEAMS WITH EQUAL
LENGTH AND DIFFERENT BOUNDARY CONDITIONS APPENDIX C: SOME USEFUL DEFINITE
INTEGRALS APPENDIX D: SOME ASSUMED FUNCTIONS INDEX
PREFACE ACKNOWLEDGMENTS NOTATION Chapter 1: Transverse Vibration Equations
Chapter 2: Bernouli-Euler Beams on Elastic Linear Foundation Chapter 3:
Prismatic Beams Under Compressive and Tensile Axial Loads Chapter 4:
Bress-Timoshenko Uniform Prismatic Beams Chapter 5: Non-Uniform One-Span
Beams Chapter 6: Optimal Designed Beams Chapter 7: Nonlinear Transverse
Vibrations Chapter 8: Arches APPENDIX A: EIGENFUNCTIONS AND THEIR
DERIVATIVES FOR ONE-SPAN BEAMS WITH DIFFERENT BOUNDARY CONDITIONS APPENDIX
B: EIGENFUNCTIONS AND THEIR DERIVATIVES FOR MULTISPAN BEAMS WITH EQUAL
LENGTH AND DIFFERENT BOUNDARY CONDITIONS APPENDIX C: SOME USEFUL DEFINITE
INTEGRALS APPENDIX D: SOME ASSUMED FUNCTIONS INDEX
Chapter 2: Bernouli-Euler Beams on Elastic Linear Foundation Chapter 3:
Prismatic Beams Under Compressive and Tensile Axial Loads Chapter 4:
Bress-Timoshenko Uniform Prismatic Beams Chapter 5: Non-Uniform One-Span
Beams Chapter 6: Optimal Designed Beams Chapter 7: Nonlinear Transverse
Vibrations Chapter 8: Arches APPENDIX A: EIGENFUNCTIONS AND THEIR
DERIVATIVES FOR ONE-SPAN BEAMS WITH DIFFERENT BOUNDARY CONDITIONS APPENDIX
B: EIGENFUNCTIONS AND THEIR DERIVATIVES FOR MULTISPAN BEAMS WITH EQUAL
LENGTH AND DIFFERENT BOUNDARY CONDITIONS APPENDIX C: SOME USEFUL DEFINITE
INTEGRALS APPENDIX D: SOME ASSUMED FUNCTIONS INDEX