000 03336nam a22005055i 4500
001 978-3-642-29548-5
003 DE-He213
005 20140220083316.0
007 cr nn 008mamaa
008 120426s2012 gw | s |||| 0|eng d
020 _a9783642295485
_9978-3-642-29548-5
024 7 _a10.1007/978-3-642-29548-5
_2doi
050 4 _aTA349-359
072 7 _aTGB
_2bicssc
072 7 _aSCI041000
_2bisacsh
072 7 _aTEC009070
_2bisacsh
082 0 4 _a620.1
_223
100 1 _aBajer, Czesław I.
_eauthor.
245 1 0 _aNumerical Analysis of Vibrations of Structures under Moving Inertial Load
_h[electronic resource] /
_cby Czesław I. Bajer, Bartłomiej Dyniewicz.
264 1 _aBerlin, Heidelberg :
_bSpringer Berlin Heidelberg,
_c2012.
300 _aXII, 284p. 192 illus., 99 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aLecture Notes in Applied and Computational Mechanics,
_x1613-7736 ;
_v65
505 0 _aIntroduction -- Analytical solutions -- Semi-analytical methods -- Review of numerical methods of solution -- Classical numerical methods of time integration -- Space–time finite element method -- Space–time finite elements and a moving load -- The Newmark method and a moving inertial load -- Meshfree methods in moving load problems -- Examples of applications.
520 _aMoving inertial loads are applied to structures in civil engineering, robotics, and mechanical engineering. Some fundamental books exist, as well as thousands of research papers. Well known is the book by L. Frýba, Vibrations of Solids and Structures Under Moving Loads, which describes almost all problems concerning non-inertial loads. This book presents broad description of numerical tools successfully applied to structural dynamic analysis. Physically we deal with non-conservative systems. The discrete approach formulated with the use of the classical finite element method results in elemental matrices, which can be directly added to global structure matrices. A more general approach is carried out with the space-time finite element method. In such a case, a trajectory of the moving concentrated parameter in space and time can be simply defined. We consider structures described by pure hyperbolic differential equations such as strings and structures described by hyperbolic-parabolic differential equations such as beams and plates. More complex structures such as frames, grids, shells, and three-dimensional objects, can be treated with the use of the solutions given in this book.
650 0 _aEngineering.
650 0 _aMechanics.
650 0 _aMechanics, applied.
650 0 _aMechanical engineering.
650 1 4 _aEngineering.
650 2 4 _aStructural Mechanics.
650 2 4 _aTheoretical and Applied Mechanics.
650 2 4 _aMechanics.
700 1 _aDyniewicz, Bartłomiej.
_eauthor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783642295478
830 0 _aLecture Notes in Applied and Computational Mechanics,
_x1613-7736 ;
_v65
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-642-29548-5
912 _aZDB-2-ENG
999 _c103050
_d103050