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Auteur Said Boulaares |
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Titre : Comportement d'éléments structuraux en béton de sable armé. Type de document : texte imprimé Auteurs : Said Boulaares, Auteur ; M.L. Samai, Directeur de thèse Editeur : Constantine : Université Mentouri Constantine Année de publication : 2009 Importance : 123 f. Note générale : 01 Disponible à la salle de recherche 02 Disponibles au mzgazin de la B.U.C. 01 CD Langues : Français (fre) Catégories : Français - Anglais
Génie CivilTags : Le beton structurel : arme et precontraint Caractérisation Moment plastique Béton de sable armé Béton ordinaire armé Profilés Materiaux Structurels Economique Reinforced sand concrete Reinforced concrete Characterisation plastic Moment reduced Moment profiles material structural economic خرسانة رملية مسلحة خرسانة عادية مسلحة التمييز العزم اللدن مجنب IPEالمادة هيكلية إقتصادية Index. décimale : 624 Génie civil Résumé : Two structural elements with the same moment plastic Mp subjected to the same loading and with the same conditions of support have the same theoretical collapse load. The present study presents a characterization for sections R.C* and R.S.C*, equivalent to different profiles ECI. For R.C, previous work,using the characteristics adopted by two codes (CP11O [5] and Eurocode2 [8]), were accomplisher (1.2.3). The purpose of the present study is to achieve this characterization for the R.S.C and consolidate the work previously realized
this by using the "MATLAB version 6.5." This work has helped to consolidate and confirm the three eaten charts. The characterization obtained allowed to conduct a comparative study on several fronts, concrete and ordinary concrete sand as materials and armed plain concrete and concrete sand armed as structural elements. This comparison enables an economic study whose main conclusion is that the structural elements in R.S.C would have a slightly higher cost than the R.C.Note de contenu : Annexes. Diplôme : Magistère En ligne : ../theses/gcivil/BOU5345.pdf Format de la ressource électronique : Permalink : index.php?lvl=notice_display&id=604 Comportement d'éléments structuraux en béton de sable armé. [texte imprimé] / Said Boulaares, Auteur ; M.L. Samai, Directeur de thèse . - Constantine : Université Mentouri Constantine, 2009 . - 123 f.
01 Disponible à la salle de recherche 02 Disponibles au mzgazin de la B.U.C. 01 CD
Langues : Français (fre)
Catégories : Français - Anglais
Génie CivilTags : Le beton structurel : arme et precontraint Caractérisation Moment plastique Béton de sable armé Béton ordinaire armé Profilés Materiaux Structurels Economique Reinforced sand concrete Reinforced concrete Characterisation plastic Moment reduced Moment profiles material structural economic خرسانة رملية مسلحة خرسانة عادية مسلحة التمييز العزم اللدن مجنب IPEالمادة هيكلية إقتصادية Index. décimale : 624 Génie civil Résumé : Two structural elements with the same moment plastic Mp subjected to the same loading and with the same conditions of support have the same theoretical collapse load. The present study presents a characterization for sections R.C* and R.S.C*, equivalent to different profiles ECI. For R.C, previous work,using the characteristics adopted by two codes (CP11O [5] and Eurocode2 [8]), were accomplisher (1.2.3). The purpose of the present study is to achieve this characterization for the R.S.C and consolidate the work previously realized
this by using the "MATLAB version 6.5." This work has helped to consolidate and confirm the three eaten charts. The characterization obtained allowed to conduct a comparative study on several fronts, concrete and ordinary concrete sand as materials and armed plain concrete and concrete sand armed as structural elements. This comparison enables an economic study whose main conclusion is that the structural elements in R.S.C would have a slightly higher cost than the R.C.Note de contenu : Annexes. Diplôme : Magistère En ligne : ../theses/gcivil/BOU5345.pdf Format de la ressource électronique : Permalink : index.php?lvl=notice_display&id=604 Exemplaires (1)
Code-barres Cote Support Localisation Section Disponibilité BOU/5345 BOU/5345 Thèse Bibliothèque principale Thèses Disponible