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007			cr nn 008mamaa
008			170601s2018 gw | s |||| 0|eng d
020			_a9783319564937
024	7		_a10.1007/978-3-319-56493-7 _2doi
040			_bspa _cES-MaUEC _dES-MaUEC
050		4	_aTA660.B4 _bG363 2018 EB
100	1		_aGan, Buntara S. _eautor. _4aut _4http://id.loc.gov/vocabulary/relators/aut
245	1	3	_aAn Isogeometric Approach to Beam Structures _bBridging the Classical to Modern Technique _cby Buntara S. Gan.
264		1	_aCham _bSpringer International Publishing _c2018
300			_a1 recurso en línea (XIV, 233 páginas 65 ilustraciones, 44 ilustraciones a color.)
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_atext file _bPDF
490	0		_aEngineering (Springer-11647)
505	0		_aRepresentation of curves on a plane -- Numerical Integration -- Finite Element Formulation of Beam Elements -- Isogeometric approach to beam element -- Condensation Method -- Straight beam element examples -- Circular curved beam element examples -- General curved beam element examples -- Free curved beam element examples -- Appendix A : Straight beam element matrices -- Index.
520	3		_aThis book proposes a novel, original condensation method to beam formulation based on the isogeometric approach to reducing the degrees of freedom to conventional two-node beam elements. In this volume, the author defines the Buntara Condensation Formulation: a unique formulation in condensing the dynamic equilibrium equation for beam structures, suitable for reducing the number of unlimited dynamic equations necessary to yield a classic two-node beam element. Professor Buntara's method overcomes the problem of the isogeometric approach where the number of degrees of freedom is increased along with the complexity of the geometrical beam element and facilitates implementation of the codes into the existing beam structures programs, and CAD geometrical data into the conventional FE beam element codes. The book proposes a new reduction method where the beam element can be treated as under the conventional beam element theory that has only two nodes at both ends. • Adopts a progressive and rigorous presentation of topics to facilitate use by students and professionals; • Presents a new reduction method in which the beam element can be treated as a conventional beam element with only two nodes at both ends; • Allows computation of the exact solutions of beam theories based on a newly introduced condensation method, not approximation theory; • Features relevant Matlab codes.
988			_aEBSPRINGER_2018
650		7	_2embne _9150495 _aAnálisis estructural (Ingeniería)
776	0	8	_iEdición impresa: _z9783319564920
776	0	8	_iEdición impresa: _z9783319564944
776	0	8	_iEdición impresa: _z9783319859262
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-56493-7 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE