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007			cr nn nnnaamaa
008			200525s2020 gw a o |||| 0|eng d
020			_a9783030443184
024	7		_a10.1007/978-3-030-44318-4 _2doi
040			_aES-MaUEC _bspa _cES-MaUEC _dES-MaUEC
050		4	_aTA645 _b2020 EB
100	1		_aStrømmen, Einar N. _eautor _4aut _4http://id.loc.gov/vocabulary/relators/aut _1http://viaf.org/viaf/22446180 _9675880
245	1	0	_aStructural Mechanics : _bThe Theory of Structural Mechanics for Civil, Structural and Mechanical Engineers / _cEinar N Strømmen
250			_aFirst edition
264		1	_aCham _bSpringer International Publishing : _bImprint: Springer _c2020
300			_a1 recurso en línea (XVI, 354 páginas) _b1 ilustraciones
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_aArchivo de texto _bPDF
490	0		_aEngineering (Springer-11647)
505	0		_aIntroduction to the Theory of Forces -- Statically Determinate Systems -- The Theory of Stress and Strain -- Design Criteria -- Deformations of Beams, Trusses and Frames -- Statically Indeterminate Systems -- Stresses in Composite Beams -- Non-symmetric Beam Cross Sections -- Some Special Structural Systems -- The Theory of Torsion -- Bending of Plates -- Elastic Buckling. .
520	3		_aThis text book covers the principles and methods of load effect calculations that are necessary for engineers and designers to evaluate the strength and stability of structural systems. It contains the mathematical development from basic assumptions to final equations ready for practical use. It starts at a basic level and step by step it brings the reader up to a level where the necessary design safety considerations to static load effects can be performed, i.e. to a level where cross sectional forces and corresponding stresses can be calculated and compared to the strength of the system. It contains a comprehensive coverage of elastic buckling, providing the basis for the evaluation of structural stability. It includes general methods enabling designers to calculate structural displacements, such that the system may fulfil its intended functions. It is taken for granted that the reader possess good knowledge of calculus, differential equations and basic matrix operations. The finite element method for line-like systems has been covered, but not the finite element method for shells and plates. .
988			_aSpringer_Engineering_23062020
650		7	_aAnálisis estructural (Ingeniería) _2embne _9150495
710	2		_aSpringerLink (Online service) _0http://id.loc.gov/authorities/names/no2005046756 _1http://viaf.org/viaf/148105729
776	0	8	_iPrinted edition: _z9783030443177
776	0	8	_iPrinted edition: _z9783030443191
776	0	8	_iPrinted edition: _z9783030443207
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-44318-4 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE
998			_b09/2020 _dz _eo _zSI