Practical study on a new type Buckling-Restrained-Brace

Handle

https://riunet.upv.es/handle/10251/6523

Cita bibliográfica

Oya, T.; Fukasawa, T.; Fujiwara, M.; Kuroiwa, Y.; Arai, J. (2009). Practical study on a new type Buckling-Restrained-Brace. Editorial Universitat Politècnica de València. https://riunet.upv.es/handle/10251/6523

Titulación

Resumen

A 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.

Descripción

p. 303-311

Fuente

Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings isbn: 978-84-8363-461-5

DOI

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