Mario Paz

Structural Dynamics (eBook, PDF)

Theory and Computation

• Format: PDF

Produktbeschreibung

solution, are provided for calculation of the responses to forces or motions exciting the structure. The new chapters in earthquake-resistant design of buildings describe the provisions of both the 1985 and 1988 versions of the UBC (Uniform Building Code) for the static lateral force method and for the dynamic lateral force method. Other revisions of the book include the presentation of the New mark beta method to obtain the time history response of dynamic systems, and the direct integration method in which the response is found assuming that the excitation function is linear for a specified time interval. A modifi cation of the dynamic condensation method, which has been developed re cently by the author for the reduction of eigenproblems, is presented in Chap ter 13. The proposed modification substantially reduces the numerical operation required in the implementation of the dynamic condensation method. The subjects in this new edition are organized in six parts. Part I deals with structures modeled as single degree-of-freedom systems. It introduces basic concepts and presents important methods for the solution of such dynamic systems. Part II introduces important concepts and methodology for multi degree-of-freedom systems through the use of structures modeled as shear buildings. Part III describes methods for the dynamic analysis of framed struc tures modeled as discrete systems with many degrees of freedom.

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Produktdetails

• Verlag: Springer US
• Seitenzahl: 628
• Erscheinungstermin: 6. Dezember 2012
• Englisch
• ISBN-13: 9781461579182
• Artikelnr.: 44042764

Autorenporträt

Dr. Young Hoon Kim, P.E. (CA, KY) has taught undergraduate and graduate courses in structural engineering at the J. B. Speed School of Engineering at the University of Louisville, Kentucky. He received his Ph.D. in Civil Engineering from Texas A&M University in 2008.  After completing his Ph.D., he worked for the Texas Transportation Institute and Oregon State University as a postdoctoral researcher. His recent research includes concrete design and the assessment of structural performance. Also, he has served as an editorial board member of ASTM International - the Journal of Testing and Evaluation.  

Inhaltsangabe

I Structures Modeled as a Single-Degree-of-Freedom System.- 1 Undamped Single-Degree-Of-Freedom System.- 2 Damped Single-Degree-of-Freedom System.- 3 Response of One-Degree-of-Freedom System to Harmonic Loading.- 4 Response to General Dynamic Loading.- 5 Response Spectra.- 6 Nonlinear Structural Response.- II Structures Modeled as Shear Buildings.- 7 Free Vibration of a Shear Building.- 8 Forced Motion of Shear Building.- 9 Reduction of Dynamic Matrices.- III Framed Structures Modeled as Discrete Multi-Degree-of-Freedom Systems.- 10 Dynamic Analysis of Beams.- 11 Dynamic Analysis of Plane Frames.- 12 Dynamic Analysis of Grid Frames.- 13 Dynamic Analysis Ofthree-Dimensional Frames.- 14 Dynamic Analysis of Trusses.- 15 Dynamic Analysis of Structures Using the Finite Element Method.- 16 Time History Response of Multidegree-of-Freedom Systems.- IV Structures Modeled with Distributed Properties.- 17 Dynamic Analysis of Systems with Distributed Properties.- 18 Discretization of Continuous Systems.- V Special Topics: Fourier Analysis, Evaluation of Absolute Damping, Generalized Coordinates.- 19 Fourier Analysis and Response in the Frequency Domain.- 20 Evaluation of Absolute Damping from Modal Damping Ratios.- 21 Generalized Coordinates and Rayleigh's Method.- VI Random Vibration.- 22 Random Vibration.- VII Earthquake Engineering.- 23 Uniform Building Code 1997: Equivalent Lateral Force Method.- 24 Uniform Building Code 1997: Dynamic Method.- 25 International Building Code IBC-2000.- Appendices.- Appendix I: Answers to Problems in Selected Chapters.- Appendix II: Computer Programs.- Appendix III: Glossary.- Selected Bibliography.