000			02223 am a2200277 i 4500
008			981119s2000 nyua b 001 0 eng
010			_a 98053457
020			_a0471129186 _qcloth : alk. paper
040			_aDLC _cDLC _dBAUN _erda
049			_aBAUN_MERKEZ
050	0	4	_aTA642 _b.M25 2000
082	0	0	_221
100	1		_aMcGuire, William, _d1920-
245	1	0	_aMatrix structural analysis / _cby William McGuire, Richard H. Gallagher, Ronald D. Ziemian.
250			_a2nd ed.
264		1	_aNew York : _bJohn Wiley, _c[2000]
264		4	_c©2000
300			_axx, 460 pages : _billustrations ; _c26 cm.
504			_aIncludes bibliographical references and indexes.
505	0	0	_tSymbols _tChapter 1 Introduction _tChapter 2 Definitions and Concepts _tChapter 3 Formation of the Global Analysis Equations _tChapter 4 Stiffness Analysis of Frames--I _tChapter 5 Stiffness Analysis of Frame--II _tChapter 6 Virtual Work Principles _tChapter 7 Virtual Work Principles in Framework Analysis _tChapter 8 Nonlinear Analysis of Frames--An Introduction _tChapter 9 Geometric Nonlinear and Elastic Critical Load Analysis _tChapter 10 Material Nonlinear Analysis _tChapter 11 Solution of Linear Algebraic Equations _tChapter 12 Solution of Nonlinear Equilibrium Equations _tChapter 13 Special Analysis Procedures _tAppendix A Nonlinear Analysis--A Further Look _tA.1 Virtual Displacement Principles in Lagrangian Formulations _tA.2 An Updated Lagrangian Formulation and Its Linearization _tA.3 Application to the Framework Element _tA.4 Finite Rotations and Equilibrium in the Deformed Configuration _tA.4.1 The Finite Rotation Equation _tA.4.2 Application of the Finite Rotation Equation to the Framework Element _tA.5 Nonuniform Torsion _tReferences _tAppendix B On Rigid Body Motion and Natural Deformation _tB.1 The Nature of the Problem _tB.2 Distinguishing Between Rigid Body Motion and Natural Deformation _tB.3 Critique of Force Recovery Methods _tB.3.1 The Natural Deformation Approach _tB.3.2 The Elementary Approach _tReferencesAuthor Index _tSubject Index _t
650		0	_aStructural analysis (Engineering) _xMatrix methods.
700	1		_aGallagher, Richard H.
700	1		_aZiemian, Ronald D.
900			_a5987
942			_2lcc _cKT
999			_c4968 _d4968