000 03106nam a22005055i 4500
001 978-3-319-94941-3
003 DE-He213
005 20220801221435.0
007 cr nn 008mamaa
008 180703s2019 sz | s |||| 0|eng d
020 _a9783319949413
_9978-3-319-94941-3
024 7 _a10.1007/978-3-319-94941-3
_2doi
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aSCI096000
_2bisacsh
072 7 _aTGMD
_2thema
082 0 4 _a620.105
_223
100 1 _aÖchsner, Andreas.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_956037
245 1 0 _aFinite Elements for Truss and Frame Structures
_h[electronic resource] :
_bAn Introduction Based on the Computer Algebra System Maxima /
_cby Andreas Öchsner, Resam Makvandi.
250 _a1st ed. 2019.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2019.
300 _aXIV, 119 p. 33 illus., 4 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 _aSpringerBriefs in Computational Mechanics,
_x2191-5350
505 0 _aIntroduction -- Maxima - A Computer Algebra System -- Rods and Trusses -- Euler-Bernoulli Beams and Frames -- Timoshenko Beams and Frames -- Maxima Source Codes.
520 _aThis book is intended as an essential study aid for the finite element method. Based on the free computer algebra system Maxima, the authors offer routines for symbolically or numerically solving problems in the context of plane truss and frame structures, allowing readers to check classical ‘hand calculations’ on the one hand and to understand the computer implementation of the method on the other. The mechanical theories focus on the classical one-dimensional structural elements, i.e. bars, Euler–Bernoulli and Timoshenko beams, and their combination to generalized beam elements. Focusing on one-dimensional elements reduces the complexity of the mathematical framework, and the resulting matrix equations can be displayed with all components and not merely in the form of a symbolic representation. In addition, the use of a computer algebra system and the incorporated functions, e.g. for equation solving, allows readers to focus more on the methodology of the finite element method and not on standard procedures. .
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
650 1 4 _aSolid Mechanics.
_931612
700 1 _aMakvandi, Resam.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_956038
710 2 _aSpringerLink (Online service)
_956039
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783319949406
776 0 8 _iPrinted edition:
_z9783319949420
830 0 _aSpringerBriefs in Computational Mechanics,
_x2191-5350
_956040
856 4 0 _uhttps://doi.org/10.1007/978-3-319-94941-3
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c79673
_d79673