Bibliothèque de l'Ecole Nationale Supérieure des Travaux Publics - Francis Jeanson "BENSTP-FJ"
Auteur Hrista Stamenkovic
Documents disponibles écrits par cet auteur (2)
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| Titre : |
Innovative shear design |
| Type de document : |
texte imprimé |
| Auteurs : |
Hrista Stamenkovic |
| Editeur : |
London : Spon Press |
| Année de publication : |
2002 |
| Collection : |
Structural engineering |
| Importance : |
235 p. |
| Présentation : |
ill. |
| Format : |
25 cm |
| ISBN/ISSN/EAN : |
978-0-415-25836-4 |
| Note générale : |
Bibliogr. Index. |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Shear (Mechanics);Shear walls;Structural design;Reinforced concrete construction |
| Résumé : |
Structures subjected to static and dynamic loading can fail due to diagonal cracking of the structural frame. Design of concrete, steel and timber structures to resist shearing forces is therefore an important consideration for the structural engineer. Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures.
Contents : 1. Introduction. 2. Mechanism of diagonal failure of a reinforced concrete beam. 3. Practical applications of the new theory: the fallacy of the truss analogy theory for reinforced concrete beams. 4. Mechanism of vibrating fatigue failure of a reinforced concrete beam or any other member (a quantitative point of view). 5. A triangularly reinforced shear wall can resist higher lateral forces better than an ordinary shear wall. 6. Mechanism of deformation of the horizontal membrane exposed to lateral forces. 7. Combined conclusions. Appendix1. The existence of internal active and internal resisting forces and the new law of physics. |
Innovative shear design [texte imprimé] / Hrista Stamenkovic . - London : Spon Press, 2002 . - 235 p. : ill. ; 25 cm. - ( Structural engineering) . ISBN : 978-0-415-25836-4 Bibliogr. Index. Langues : Anglais ( eng)
| Mots-clés : |
Shear (Mechanics);Shear walls;Structural design;Reinforced concrete construction |
| Résumé : |
Structures subjected to static and dynamic loading can fail due to diagonal cracking of the structural frame. Design of concrete, steel and timber structures to resist shearing forces is therefore an important consideration for the structural engineer. Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures.
Contents : 1. Introduction. 2. Mechanism of diagonal failure of a reinforced concrete beam. 3. Practical applications of the new theory: the fallacy of the truss analogy theory for reinforced concrete beams. 4. Mechanism of vibrating fatigue failure of a reinforced concrete beam or any other member (a quantitative point of view). 5. A triangularly reinforced shear wall can resist higher lateral forces better than an ordinary shear wall. 6. Mechanism of deformation of the horizontal membrane exposed to lateral forces. 7. Combined conclusions. Appendix1. The existence of internal active and internal resisting forces and the new law of physics. |
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Exemplaires(0)
| Titre : |
Innovative shear design |
| Type de document : |
texte imprimé |
| Auteurs : |
Hrista Stamenkovic |
| Editeur : |
London : Spon Press |
| Année de publication : |
2002 |
| Collection : |
Structural engineering |
| Importance : |
235 p. |
| Présentation : |
ill. |
| Format : |
25 cm |
| ISBN/ISSN/EAN : |
978-0-415-25836-4 |
| Note générale : |
Bibliogr. Index. |
| Langues : |
Anglais (eng) |
| Mots-clés : |
Cisaillement (Mécanique);Murs de cisaillement;Conception structurelle;Shear (Mechanics);Shear walls;Structural design |
| Résumé : |
Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures.
Contents : Introduction. Mechanism of diagonal failure of a reinforced concrete beam. Practical application of the author's theory. The fallacy of the truss analogy theory for reinforces concrete beams. Mechanism of vibrating fatigue failure of a reinforced concrete beam or any other member (one quantitative point of view). A triangularly reinforced shearwall can resist higher lateral forces that an ordinary shearwall. Mechanism of deformation of the horizontal. Combined conclusions for all six chapters. Appendix 1. Brief comments. Retrospection on the psychology of man. |
Innovative shear design [texte imprimé] / Hrista Stamenkovic . - London : Spon Press, 2002 . - 235 p. : ill. ; 25 cm. - ( Structural engineering) . ISBN : 978-0-415-25836-4 Bibliogr. Index. Langues : Anglais ( eng)
| Mots-clés : |
Cisaillement (Mécanique);Murs de cisaillement;Conception structurelle;Shear (Mechanics);Shear walls;Structural design |
| Résumé : |
Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures.
Contents : Introduction. Mechanism of diagonal failure of a reinforced concrete beam. Practical application of the author's theory. The fallacy of the truss analogy theory for reinforces concrete beams. Mechanism of vibrating fatigue failure of a reinforced concrete beam or any other member (one quantitative point of view). A triangularly reinforced shearwall can resist higher lateral forces that an ordinary shearwall. Mechanism of deformation of the horizontal. Combined conclusions for all six chapters. Appendix 1. Brief comments. Retrospection on the psychology of man. |
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Exemplaires(0)
