LEADER 04828cam a2200289 i 4500 001 991004014169707536 008 211109t2019 sz a b 001 0 eng d 020 $a9783319947426 035 $ab14423807-39ule_inst 040 $aBibl. Dip.le Aggr. Ingegneria Innovazione - Sez. Ingegneria Innovazione$beng 082 04$a624.171 100 1 $aPaz, Mario$0332068 245 10$aStructural dynamics :$btheory and computation /$cMario Paz, Young Hoon Kim 250 $a6ht ed. 264 1$aCham :$bSpringer,$cc2019 300 $axviii, 634 p. :$bill. ;$c26 cm 504 $aIncludes bibliographical references and index 505 0 $aPart 1. Structures modeled as a single-degee-of-freedom system. 1. Undamped single degree-of-freedom system -- 2. Damped single degree-of-freedom system -- 3. Response one-degree-of-freedom system to harmonic loading -- 4. Response to general dynamic loading -- 5. Response spectra -- 6. Nonlinear structural response -- Part II. Structures modeled as shear buildings. 7. Free vibration of a shear building -- 8. Forced motion of shear buildings -- 9. Reduction of dynamic matrices -- Part III. Framed structures modeled as descrete multi-degree-of-freedom systems. 10. Dynamic analysis of beams -- 11. Dynamic analysis of plane frames -- Dynamic analysis of grid frames -- 13. Dynamic analysis of three-dimensional frames -- 14. Dynamic analysis of trusses -- 15. Dynamic analysis of structures using the finite element method -- 16. Time history response of mult-degree-of freedom systems -- Part IV. Structures modeled with distributed properties. 17. Dynamic analysis of systems with distributed properties -- 18. Discretization of continuous systems -- Part V. Special topics: Fourier analysis, evaluation of absolute damping, generalized coordinates -- 19. Evaluation of absolute dumping from modal dumping ratios -- 21. Generalized coordinates and Rayleigh's methods -- Part VI. Random vibration 22. Random vibration. -- Part VII. Earthquake engineering. 23. Dynamic method -- 24. IBC-2018 and ASCE 7-16 -- Appendices 520 $aThe sixth edition of Structural Dynamics: Theory and Computation is the complete and comprehensive text in the field. It presents modern methods of analysis and techniques adaptable to computer programming clearly and easily. The book is ideal as a text for advanced undergraduates or graduate students taking a first course in structural dynamics. It is arranged in such a way that it can be used for a one- or two-semester course, or span the undergraduate and graduate levels. In addition, this text will serve the practicing engineer as a primary reference. The text differs from the standard approach of other presentations in which topics are ordered by their mathematical complexity. This text is organized by the type of structural modeling. The author simplifies the subject by presenting a single degree-of-freedom system in the first chapters, then moves to systems with many degrees-of-freedom in the following chapters. Finally, the text moves to applications of the first chapters and special topics in structural dynamics. This revised textbook intends to provide enhanced learning materials for students to learn structural dynamics, ranging from basics to advanced topics, including their application. When a line-by-line programming language is included with solved problems, students can learn course materials easily and visualize the solved problems using a program. Among several programming languages, MATLABŪ has been adopted by many academic institutions across several disciplines. Many educators and students in the U.S. and many international institutions can readily access MATLAB, which has an appropriate programming language to solve and simulate problems in the textbook. It effectively allows matrix manipulations and plotting of data. Therefore, multi-degree-of freedom problems can be solved in conjunction with the finite element method using MATLAB. The revised version will include: solved 34 examples in Chapters 1 through 22 along with MALAB codes; basics of earthquake design with current design codes (ASCE 7-16 and IBC 2018); additional figures obtained from MATLAB codes to illustrate time-variant structural behavior and dynamic characteristics (e.g., time versus displacement and spectral chart).--$cProvided by publisher 650 0$aStructural dynamics 700 1 $aKim, Young Hoon,$d<1976- >$eauthor$4http://id.loc.gov/vocabulary/relators/aut$0845245 907 $a.b14423807$b09-11-21$c09-11-21 912 $a991004014169707536 945 $aLE026 624.171 PAZ 01.01 2019$g1$i2026000134239$lle026$nProf. Nobile / Biblioteca$op$pE96.29$q-$rl$s- $t4$u0$v0$w0$x0$y.i15985180$z09-11-21 996 $aStructural dynamics$91885729 997 $aUNISALENTO 998 $ale026$b09-11-21$cm$da $e $feng$gsz $h0$i0