OYA, TakanoriFUKASAWA, TakashiFUJIWARA, MakotoKUROIWA, YoshihikoARAI, JunDomingo Cabo, AlbertoLázaro Fernández, Carlos Manuel2009-12-012009-12-012009-12-01978-84-8363-461-5https://riunet.upv.es/handle/10251/6523p. 303-311A number of a new type Buckling-Restrained-Brace (T-BRB) using steel mortar planks have been applied to various structures (spatial structures, steel bridges and steel towers) as well as multi-story buildings. The brace has two buckling restraining parts (steel mortar planks), clipping a core plate being under axial forces. These parts are welded together and restrain the core plate of plastic behavior, avoiding the out-of-plane deformation and the buckling. The size of steel mortar plank can be designed corresponding to energy absorption demands, irrespectively the sizes of both end-connections. This paper introduces the applications of a new type BRB to various structures.Reserva de todos los derechosBuckling-restrained braceSteel mortar planksDamperSeismic retrofitBridgesSchool gymnasiumComunicación en congresoAbierto