Bibliothèque de l'Ecole Nationale Supérieure des Travaux Publics - Francis Jeanson "BENSTP-FJ"
| 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. |
|  |
Exemplaires(0)
