| 000 | 01528mm a2200373a 44500 | ||
|---|---|---|---|
| 001 | NM000703 | ||
| 003 | AR-HaUTN | ||
| 007 | ta | ||
| 008 | 38020s2000 ||||||||||||||000 | spa|| | ||
| 005 | 20240917164015.0 | ||
| 020 | _a0750650559 | ||
| 040 | _aAR-HaUTN | ||
| 100 |
_aZienkiewicz, O. C. _91613 |
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| 245 |
_aThe finite element method _cO. C. Zienkiewicz , R. L. Taylor |
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| 250 | _a5th. ed. | ||
| 260 |
_aOxford _bButterworthHeinemann |
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| 300 |
_a459 p. _bgráficos |
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| 500 | _aApéndices, índices de autores y alfabético, al final del libro | ||
| 505 | _tGeneral problems in solid mechanics and nonlinearity | ||
| 505 | _tSolution of nonlinear algebraic equations | ||
| 505 | _tInelastic and nonlinear materials | ||
| 505 | _tPlate bending approximation : thin (Kirchhoff) plates an C1 continuity requirements | ||
| 505 | _t"Thick" ReissnerMindlin plates. Irreducible and mixed formulations | ||
| 505 | _tShells as an assembly of flat elements | ||
| 505 | _tAxisymmetric shells | ||
| 505 | _tShells as a special case of threedimensional analysis. ReissnerMindlin assumptions | ||
| 505 | _tSemianalytical finit element processes. Use of orthogonal functions and "finite strip" methods | ||
| 505 | _tGeometrically nonlinear problems. Finite deformation | ||
| 505 | _tNonlinear structural problems. Large displacement and instability | ||
| 505 | _tPseudorigid and rigidflexible bodies | ||
| 505 | _tComputer procedures for finite element analysis | ||
| 700 |
_aTaylor, R. L. _95933 |
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| 942 | _cBK | ||
| 999 |
_c703 _d703 |
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