000 03217nam a22005415i 4500
001 978-3-319-01802-7
003 DE-He213
005 20200421112224.0
007 cr nn 008mamaa
008 130925s2014 gw | s |||| 0|eng d
020 _a9783319018027
_9978-3-319-01802-7
024 7 _a10.1007/978-3-319-01802-7
_2doi
050 4 _aTA355
050 4 _aTA352-356
072 7 _aTGMD4
_2bicssc
072 7 _aTEC009070
_2bisacsh
072 7 _aSCI018000
_2bisacsh
082 0 4 _a620
_223
100 1 _aStr�mmen, Einar N.
_eauthor.
245 1 0 _aStructural Dynamics
_h[electronic resource] /
_cby Einar N. Str�mmen.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2014.
300 _aXVIII, 510 p. 207 illus.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aSpringer Series in Solid and Structural Mechanics,
_x2195-3511 ;
_v2
505 0 _aBasic Theory -- One And Two Degree OF Freedom Systems -- Eigan value Calculations Of Continuous Systems -- The Finite Element Method In Dynamics -- The Normal Mode Method -- Frequency And Time Domain Response Calculations Dynamic Response Earthquake Excitation -- Wind Induced Dynamic Response Calculations -- Damping Rectangular Plates -- Moving Load Of Beams -- Basic Theory Of Stochastic Processes -- Time Domain Simulations -- Element Properties.
520 _aThis book introduces to the theory of structural dynamics, with focus on civil engineering structures that may be described by line-like beam or beam-column type of systems, or by a system of rectangular plates. Throughout this book the mathematical presentation contains a classical analytical description as well as a description in a discrete finite element format, covering the mathematical development from basic assumptions to the final equations ready for practical dynamic response predictions. Solutions are presented in time domain as well as in frequency domain. Structural Dynamics starts off at a basic level and step by step brings the reader up to a level where the necessary safety considerations to wind or horizontal ground motion induced dynamic design problems can be performed. The special theory of the tuned mass damper has been given a comprehensive treatment, as this is a theory not fully covered elsewhere. For the same reason a chapter on the problem of moving loads on beams has been included.
650 0 _aEngineering.
650 0 _aStructural mechanics.
650 0 _aVibration.
650 0 _aDynamical systems.
650 0 _aDynamics.
650 0 _aCivil engineering.
650 1 4 _aEngineering.
650 2 4 _aVibration, Dynamical Systems, Control.
650 2 4 _aStructural Mechanics.
650 2 4 _aCivil Engineering.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783319018010
830 0 _aSpringer Series in Solid and Structural Mechanics,
_x2195-3511 ;
_v2
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-319-01802-7
912 _aZDB-2-ENG
942 _cEBK
999 _c57561
_d57561