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| LEADER |
01381Cam#a2200421#u#4500 |
| 001 |
OPESID005184 |
| 003 |
OPE |
| 005 |
20140822132429 |
| 008 |
000726| ag a | |||| ||spa d |
| 020 |
# |
# |
|a 9503900514
|
| 040 |
# |
# |
|a OPE
|b spa
|c OPE
|
| 092 |
# |
# |
|c 624.17
|l SEN
|
| 100 |
1 |
# |
|a Sentinelli, Francisco
|
| 245 |
1 |
0 |
|a Resolución matricial de estructuras sometidas a fuerzas sísmicas
|
| 260 |
# |
# |
|c c1994.
|
| 300 |
# |
# |
|a 216 p. :
|b il.
|
| 650 |
# |
4 |
|a Cálculo matricial
|
| 650 |
# |
4 |
|a Ingeniería sísmica
|
| 650 |
# |
4 |
|a Estructuras
|
| 650 |
# |
4 |
|a Análisis estructural
|
| 653 |
# |
# |
|a Construcciones sismorresistentes
|
| 710 |
2 |
# |
|a Universidad Nacional de Cuyo.
|b Facultad de Ingeniería.
|9 UNCu. FI.
|
| 866 |
0 |
# |
|a 6 ejs.
|
| 908 |
# |
# |
|a IMP
|
| 929 |
# |
# |
|a DON
|
| 930 |
# |
# |
|a A1882
|d pre
|
| 930 |
# |
# |
|a A1883
|d pre
|
| 930 |
# |
# |
|a A2254
|d pre
|
| 930 |
# |
# |
|a A2255
|d pre
|
| 930 |
# |
# |
|a 34640
|d pre
|
| 930 |
# |
# |
|a 34641
|d pre
|
| 952 |
# |
# |
|f DON
|w 000726
|p OPEA1882
|a OPE
|b OPE
|o 624.17 SEN
|y IMP
|
| 952 |
# |
# |
|f DON
|w 000726
|p OPEA1883
|a OPE
|b OPE
|o 624.17 SEN
|y IMP
|
| 952 |
# |
# |
|f DON
|w 000726
|p OPEA2254
|a OPE
|b OPE
|o 624.17 SEN
|y IMP
|
| 952 |
# |
# |
|f DON
|w 000726
|p OPEA2255
|a OPE
|b OPE
|o 624.17 SEN
|y IMP
|
| 952 |
# |
# |
|a OPE
|b OPE
|d 22/08/2014
|f DON
|i Donación
|k Alumno Egresado
|o 624.17 SEN
|p OPE34640
|y IMP
|
| 952 |
# |
# |
|a OPE
|b OPE
|d 22/08/2014
|f DON
|i Donación
|k Alumno Egresado
|o 624.17 SEN
|p OPE34641
|y IMP
|
| 999 |
# |
# |
|a ALICIA
|
