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| LEADER |
01474Cam#a2200469#u#4500 |
| 001 |
OPESID004069 |
| 003 |
OPE |
| 005 |
20091204170315 |
| 008 |
000726s1978 mx a | |||| ||spa d |
| 020 |
# |
# |
|a 9681801008
|
| 040 |
# |
# |
|a OPE
|b spa
|c OPE
|
| 092 |
# |
# |
|c 624.183.41
|l PAR
|
| 100 |
1 |
# |
|a Park, Robert
|
| 245 |
1 |
0 |
|a Estructuras de concreto reforzado
|
| 260 |
# |
# |
|a México, D.F. :
|b Limusa,
|c 1978.
|
| 300 |
# |
# |
|a 796 p. :
|b il.
|
| 650 |
# |
4 |
|a Análisis estructural
|
| 650 |
# |
4 |
|a Estructuras
|
| 650 |
# |
4 |
|a Resistencia de materiales
|
| 653 |
# |
# |
|a Hormigón armado
|
| 653 |
# |
# |
|a Diseño de estructuras sismorresistentes
|
| 700 |
1 |
# |
|a Paulay, Thomas
|
| 866 |
0 |
# |
|a 8 EJ.
|
| 908 |
# |
# |
|a IMP
|
| 929 |
# |
# |
|a COM
|
| 930 |
# |
# |
|a A3889
|d pre
|
| 930 |
# |
# |
|a A3890
|d pre
|
| 930 |
# |
# |
|a 9594
|d pre
|
| 930 |
# |
# |
|a 9595
|d pre
|
| 930 |
# |
# |
|a 11639
|d pre
|
| 930 |
# |
# |
|a 11848
|d pre
|
| 930 |
# |
# |
|a 11850
|d pre
|
| 930 |
# |
# |
|a 11851
|d pre
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPEA3889
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPEA3890
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPE9594
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPE9595
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPE11639
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPE11848
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPE11850
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 952 |
# |
# |
|f COM
|w 000726
|p OPE11851
|a OPE
|b OPE
|o 624.183.41 PAR
|y IMP
|
| 999 |
# |
# |
|a ALICIA
|
