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Condizioni di plasticita e limiti di collasso per piastre oblique anisotrope in cemento armato
Yield conditions and collapse loads for skewed anisotropic reinforced concrete plates; formulation to find lower and upper bounds of collapse load is given; slabs that are uniformly loaded and simply supported on parallelogram shaped boundary are particularly solved; function of obliquity angle and of ratio between both side dimensions; cases of isotropic and orthotropic reinforcement are examined; example calculation.
Condizioni di plasticita e limiti di collasso per piastre oblique anisotrope in cemento armato
Yield conditions and collapse loads for skewed anisotropic reinforced concrete plates; formulation to find lower and upper bounds of collapse load is given; slabs that are uniformly loaded and simply supported on parallelogram shaped boundary are particularly solved; function of obliquity angle and of ratio between both side dimensions; cases of isotropic and orthotropic reinforcement are examined; example calculation.
Condizioni di plasticita e limiti di collasso per piastre oblique anisotrope in cemento armato
Condizioni di plasticita e limiti di collasso per piastre oblique anisotrope in cemento armato
Mazzolani, F.M. (author)
1967
20 pages
Article (Journal)
Italian
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Una ricerca teorico-sperimentale sugli stati limiti nel cemento armato precompresso
| Engineering Index Backfile | 1966
Cemento armato : industrie del cemento
TIBKAT | 1.1904 - 42.1945,1/3
| Engineering Index Backfile | 1918
| Engineering Index Backfile | 1941