LEADER 00952cam0-22002891i-450- 001 990005949330403321 005 20160516133102.0 035 $a000594933 035 $aFED01000594933 035 $a(Aleph)000594933FED01 035 $a000594933 100 $a20000112d1787----km-u0itay50------ba 101 0 $afre 105 $ay---n---001yy 200 1 $aLettre à l'empereur sur l'atrocité des supplices qu'il a substitués comme adoucissement à la peine de mort 210 $aBruxelles$c[s.n.]$d1787 215 $a[4]-12 p.$d8° 620 $aBelgio.$dBruxelles 676 $a345$v21$zita 700 1$aBrissot de Warville, Jacques-Pierre$f<1754-1793> 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aAQ 912 $a990005949330403321 952 $aXII G 20 (1)$b26495$fFGBC 959 $aFGBC 996 $aLettre à l'empereur sur l'atrocité des supplices qu'il a substitués comme adoucissement à la peine de mort$9584509 997 $aUNINA LEADER 04930nam 22004815 450 001 9910337655403321 005 20251116212901.0 010 $a3-319-94743-5 024 7 $a10.1007/978-3-319-94743-3 035 $a(CKB)4100000007181301 035 $a(DE-He213)978-3-319-94743-3 035 $a(MiAaPQ)EBC5924486 035 $a(PPN)23247334X 035 $a(EXLCZ)994100000007181301 100 $a20181128d2019 u| 0 101 0 $aeng 135 $aurnn#008mamaa 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aStructural Dynamics $eTheory and Computation /$fby Mario Paz, Young Hoon Kim 205 $a6th edition 210 1$aCham :$cSpringer,$d[2019] 215 $a1 online resource (XVIII, 634 pages) 494 illustrations 311 08$a3-319-94742-7 327 $a1 Undamped Single-Degree-of-Freedom Stystem -- 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 -- 7 Free Vibration of a Shear Building -- 8 Forced Motion of Shear Building -- 9 Reduction of Dynamic Matrices -- 10 Dynamic Analysis of Beams -- 11 Dynamic Analysis of Plane Frames -- 12 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 Multidegree-of-Freedom Systems -- 17 Dynamic Analysis of Systems with Distributed Properties -- 18 Discretization of Continuous Systems -- 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 -- 22 Random Vibration -- 23 Uniform Building Code 1997: Equivalent Lateral Force Method -- 24 Uniform Building Code 1997: Dynamic Method -- 25 International Building Code IBC-2000. 330 $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, MATLAB® 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). This text is essential for civil engineering students. Professional civil engineers will find it an ideal reference. 606 $aMechanics 606 $aMechanics, Applied 606 $aCivil engineering 615 0$aMechanics. 615 0$aMechanics, Applied. 615 0$aCivil engineering. 676 $a624.171 700 $aPaz$b Mario$4aut$4http://id.loc.gov/vocabulary/relators/aut$0332068 702 $aKim$b Yo?ng-hun$4aut$4http://id.loc.gov/vocabulary/relators/aut 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910337655403321 996 $aStructural Dynamics$91933422 997 $aUNINA