A platform for research: civil engineering, architecture and urbanism
Analyse, dimensionnement et optimisation d'ouvrages de protection contre les chutes de blocs
The Structurally Dissipating Rock-shed (SDR) is a new kind of protective structures. It uses directly the slab motion and the deformation of slab and fuse supports to dissipate impact energy of rock blocks. In this article, a simple and efficient numerical tool for SDR analyses is firstly presented. It has then been verified by the results of experimental tests. This tool has been applied to parametric design studies of SDR structures. Finally, different kinds of rock impact conditions have been studied with the help of this tool in order to optimize the SDR concept, particularly with respect to the punching shear. All theses studies show the robustness of the SDR concept, and permit to improve its design method.
Analyse, dimensionnement et optimisation d'ouvrages de protection contre les chutes de blocs
The Structurally Dissipating Rock-shed (SDR) is a new kind of protective structures. It uses directly the slab motion and the deformation of slab and fuse supports to dissipate impact energy of rock blocks. In this article, a simple and efficient numerical tool for SDR analyses is firstly presented. It has then been verified by the results of experimental tests. This tool has been applied to parametric design studies of SDR structures. Finally, different kinds of rock impact conditions have been studied with the help of this tool in order to optimize the SDR concept, particularly with respect to the punching shear. All theses studies show the robustness of the SDR concept, and permit to improve its design method.
Analyse, dimensionnement et optimisation d'ouvrages de protection contre les chutes de blocs
Zhang, Yi (author) / Toutlemonde, François (author) / Lussou, Philippe (author) / Humbert, Pierre (author)
European Journal of Environmental and Civil Engineering ; 12 ; 1041-1061
2008-11-01
21 pages
Article (Journal)
Electronic Resource
Unknown
rock-fall , structurally dissipating rock-shed , nonlinear dynamics , concrete dynamic behaviour , impact algorithm , finite element analysis , impact structure analysis , structure design method , punching shear , chute de blocs , pare-blocs structurellement dissipant , dynamique non linéaire , comportement dynamique du béton , algorithme d'impact , éléments finis , calcul au choc , méthode de dimensionnement , poinçonnement
Dimensionnement d'ouvrages de retenues d'eau sur site alluvial
Springer Verlag | 1981
|Taylor & Francis Verlag | 2004
|Méthodes de dimensionnement, diagnostic, réparation des dalles pare-blocs
Taylor & Francis Verlag | 2003
|Station d'essais de chutes de blocs. Le risque rocheux
Online Contents | 2010
|BOOK REVIEWS. ANALYSE D'OUVRAGES
Online Contents | 1998