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 : |
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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