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| LEADER |
01819Cam#a2200517#u#4500 |
| 001 |
OPESID004010 |
| 003 |
OPE |
| 005 |
20091109164920 |
| 008 |
000612s1981 sp a | |||| ||spa d |
| 020 |
# |
# |
|a 8460024113
|
| 020 |
# |
# |
|a 8460024105 (O.C.)
|
| 040 |
# |
# |
|a OPE
|b spa
|c OPE
|
| 092 |
# |
# |
|c 624.17
|l ARG
|s ESTANTERIA ABIERTA Y CERRADA
|
| 100 |
1 |
# |
|a Arguelles Alvarez, Ramón
|
| 245 |
1 |
0 |
|a Cálculo de estructuras - I
|
| 260 |
# |
# |
|a Madrid :
|b Escuela Superior de Ingenieros,
|c 1981.
|
| 300 |
# |
# |
|a Paginación variada :
|b il.
|
| 650 |
# |
4 |
|a Análisis plástico
|
| 650 |
# |
4 |
|a Plasticidad
|
| 650 |
# |
4 |
|a Estabilidad
|
| 650 |
# |
4 |
|a Estructuras
|
| 650 |
# |
4 |
|a Análisis estructural
|
| 653 |
# |
# |
|a Cálculo matricial
|
| 653 |
# |
# |
|a Teoría de la elasticidad
|
| 653 |
# |
# |
|a Análisis de carga
|
| 653 |
# |
# |
|a Método de los elementos finitos
|
| 653 |
# |
# |
|a Método de las diferencias finitas
|
| 653 |
# |
# |
|a Elementos finitos
|
| 866 |
0 |
# |
|a 7 ej.
|
| 908 |
# |
# |
|a IMP
|
| 929 |
# |
# |
|a COM
|
| 930 |
# |
# |
|a A4626
|d pre
|
| 930 |
# |
# |
|a 9817
|d pre
|
| 930 |
# |
# |
|a 9818
|d pre
|
| 930 |
# |
# |
|a 9819
|d pre
|
| 930 |
# |
# |
|a 9820
|d pre
|
| 930 |
# |
# |
|a 9821
|d pre
|
| 930 |
# |
# |
|a 13069
|d pre
|
| 952 |
# |
# |
|f COM
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|y IMP
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| 952 |
# |
# |
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| 952 |
# |
# |
|f COM
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|y IMP
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| 952 |
# |
# |
|f COM
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|y IMP
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| 952 |
# |
# |
|f COM
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|b OPE
|o ESTANTERIA ABIERTA Y CERRADA 624.17 ARG
|y IMP
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| 952 |
# |
# |
|f COM
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|p OPE9821
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|b OPE
|o ESTANTERIA ABIERTA Y CERRADA 624.17 ARG
|y IMP
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| 952 |
# |
# |
|f COM
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|y IMP
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| 999 |
# |
# |
|a ALICIA
|
