- Vibration analysis, compressive loads, elastic foundations, and more- Transverse vibration equations- Dynamics of deformable systems- Optimal designed beamsHinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
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.
Inhaltsangabe
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
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
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