| 000 | 03012cam a2200493 a 4500 | ||
|---|---|---|---|
| 001 | 00011443 | ||
| 003 | AR-BaUFI | ||
| 005 | 20191126095422.0 | ||
| 008 | 101005t1985 ag ||||| |||||||||||spa|c | ||
| 020 | _a9500252430 | ||
| 040 | _aAR-BaUFI | ||
| 041 | 1 | _aspa | |
| 044 |
_aag _car |
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| 080 | 0 | _a624.012 | |
| 084 | _aL584 | ||
| 100 | 1 |
_98427 _aLeonhardt, Fritz _d1909-1999 _cDr. _cIng. |
|
| 245 | 0 | 0 |
_aEstructuras de hormigón armado _ntomo I bases para el dimensionado de estructuras de hormigón armado |
| 250 | _a2a. ed. | ||
| 260 |
_aBuenos Aires : _bEl Ateneo, _cc1985 |
||
| 300 |
_axxv, 297 p. : _bgráfs., tablas ; _c25 cm |
||
| 500 | _aCon la colaboración y asesoramiento desinteresado en la realización de esta obra del ingeniero Enrique D. Fliess, profesor emérito de la UBA | ||
| 500 | _aTítulo de la obra original Vorlesungen über Massivbau | ||
| 504 | _aBibliografía p.291-297 | ||
| 650 | 7 |
_aENSAYO DE TORSION _2EIT _917779 |
|
| 650 | 7 |
_aANALISIS DE TENSIONES _2EIT _915628 |
|
| 650 | 7 |
_aESFUERZO DE TORSION _2EIT _917941 |
|
| 650 | 7 |
_aPANDEO _2EIT _920335 |
|
| 650 | 7 |
_aDEFORMACION _2INTI _917075 |
|
| 650 | 7 |
_aRESPUESTA DINAMICA _2EIT _921465 |
|
| 650 | 7 |
_aANALISIS DE ESTRUCTURAS _2EIT _915593 |
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| 650 | 7 |
_aRESISTENCIA DE MATERIALES _2EIT _921437 |
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| 650 | 7 |
_aCEMENTOS _2EIT _916296 |
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| 650 | 7 |
_aHORMIGONES _2EIT _918877 |
|
| 650 | 7 |
_aESTRUCTURAS[CONSTRUCCION] _2EIT |
|
| 650 | 7 |
_aHORMIGON ARMADO _2EIT _918875 |
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| 650 | 7 |
_aCONSTRUCCION _2EIT |
|
| 700 | 1 |
_aLesser, Curt R. _etr. |
|
| 700 | 1 |
_99870 _aMönnig, Eduard _cDr. _cIng. |
|
| 786 | 1 | _oAIG | |
| 942 |
_fBKS _n0 |
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| 985 |
_aEE _c1 |
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| 997 | _aMONOGRAFIA | ||
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