1.
In. Bucke, I., ed; Friendland, I., ed. Proceedings of the third U.S.- Japan Workshop on Earthquake Protective Systems for Bridges. Berkeley, California, U.S. National Center for Earthquake Engineering Research, 31 mar.1994. p.3-81,3-94, ilus, Tab. (Technical Report NCEER, 94-0009).
Monografia
em En
| Desastres
| ID: des-6072
Assuntos
Algoritmos , 34661 , Terremotos , Pesquisa , Planejamento em Desastres , Engenharia , Estradas , Automóveis
2.
In. U.S. National Center for Earthquake Engineering Research (NCEER). Proceedings from the first U.S. Japan Workshop on Earthquake Protective Systems for Bridges. Buffalo, N.Y., U.S. National Center for Earthquake Engineering Research (NCEER), Feb. 1992. p.531-41, ilus, Tab.
Monografia
em En
| Desastres
| ID: des-6351
RESUMO
The Higashi-Kobe Bridge is a long-span cable-stayed bridge in which the unique feature is that the main girder is supported by towers and piers in such a way that the girder is movable in the longitudinal direction. This supporting method was adopted with the aim of lengthening the fundamental period of the bridge to a relatively longer period. By using this supporting method, the effects of the inertial forces due to the superstructure on the bridge towers and the caisson foundations will be greatly reduced, thereby resulting in a more rational and economical bridge design.(AU)
Assuntos
Engenharia , Terremotos , Japão , Materiais de Construção
3.
Washington, D.C; World Bank; Jun. 1990. 5 p.
Não convencional
em En
| Desastres
| ID: des-254
