Nonlinear finite element analysis of solids and structures /
"The Finite Element Method (FEM) is a powerful technique originally developed for numerical solution of complex problems in structural mechanics, and it remains the method of choice for complex systems"--provisto por el publicador
Guardado en:
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| Otros Autores: | |
| Formato: | Libro |
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| Publicado: |
Hoboken, NJ :
Wiley,
2012.
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| Edición: | 2nd ed. |
| Materias: | |
| Acceso en línea: | Tapa |
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| 001 | BCCAB017752 | ||
| 008 | 120424s2012####njua#####b####001#0#eng## | ||
| 005 | 20141126133012.0 | ||
| 003 | AR-BCCAB | ||
| 245 | 1 | 0 | |a Nonlinear finite element analysis of solids and structures / |c René de Borst, [et al.]. |
| 250 | # | # | |a 2nd ed. |
| 260 | # | # | |a Hoboken, NJ : |b Wiley, |c 2012. |
| 300 | # | # | |a xxiii, 516 p. : |b il. ; |c 25 cm. |
| 500 | # | # | |a Ed. rev. de: Non-linear finite element analysis of solids and structures / M. A. Crisfield. c1991-c1997. (2 v.). |
| 520 | # | # | |a "The Finite Element Method (FEM) is a powerful technique originally developed for numerical solution of complex problems in structural mechanics, and it remains the method of choice for complex systems"--provisto por el publicador |
| 504 | # | # | |a Incluye referencias bibliográficas e índice. |
| 020 | # | # | |a 9780470666449 (hardback) |
| 100 | 1 | # | |a Borst, René de. |
| 700 | 1 | # | |a Crisfield, M. A. |
| 246 | 3 | # | |a Non-linear finite element analysis of solids and structures |
| 080 | # | # | |a 519.63 |2 2000 |
| 653 | # | # | |a Análisis estructural. |
| 650 | # | 7 | |a Finite element method. |2 inist |
| 650 | # | 7 | |a Método de elementos finitos. |2 inist |
| 653 | # | # | |a Structural analysis. |
| 010 | # | # | |a ##2012011741 |
| 040 | # | # | |a DLC |c DLC |d DLC |
| 050 | 0 | 0 | |a TA647 |b .C75 2012 |
| 856 | 4 | 2 | |3 Tapa |u http://catalogimages.wiley.com/images/db/jimages/9780470666449.jpg |
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| 942 | # | # | |c BK |
| 952 | # | # | |2 udc |a ARBCCAB |b ARBCCAB |d 20130715 |g U$S137.08 |i 22415 |o 519.63 B6485 |p 22415 |t 1 |y BK |
