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INGM-MON-044092 |
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AR-LpUFI |
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20230302100021.0 |
| 008 |
060510s1961 enka fr||||| |0 0|eng d |
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|a AR-LpUFI
|c AR-LpUFI
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|a 624.073
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| 100 |
1 |
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|a Wood, R. H.
|9 312923
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| 245 |
1 |
0 |
|a Plastic and elastic design of slabs and plates :
|b whit particular reference to reinforced concrete floor slabs /
|c R. H. Wood
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| 260 |
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|a London :
|b Thames and Hudson;
|c 1961.
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| 300 |
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|a 344 p.;
|b figuras, tablas
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| 520 |
2 |
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|a Varius plastic theories and the criteria of yield - Upper-bound solutions by consideration of collpase mechanisms with denote impending collapse - Orthotropic (unequal rectangular) reinforcement - Equilibrium methods knot-forces (or nodal-forces) and edge-forces - The problem of minimizing the reinforcement. (I) In terms of the resistance to bending only - The problem of minimizing the reinforcement (II) Including membrane action - Finite difference methods applied to slabs and plates - Plastic design of steel plates - Practical considerations, aids to design and suggestions for future research
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| 650 |
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4 |
|a ELASTICIDAD
|9 284182
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| 650 |
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4 |
|a CALCULO DE PLACAS
|9 274575
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| 650 |
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4 |
|a CALCULO DE LOZAS
|9 312924
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| 650 |
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4 |
|a ESTRUCTURAS
|9 264294
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| 650 |
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4 |
|a PLASTICIDAD
|9 264854
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| 929 |
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|a DON
|b Pisoni
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| 942 |
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|c LIB
|6 _
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| 999 |
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|c 29717
|d 29717
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| 999 |
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|a GEB
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