Código QR (código de barras bidimensional)

Experimental Study on the Seismic Behavior of All-Steel Buckling-Restrained Braces Without an Unbonded Material Layer

Three all-steel buckling-restrained brace (ABRB) specimens without unbonded materials were designed and manufactured. Through low-cycle reciprocating load tests, the seismic performance of these buckling-restrained braces was investigated, and the influence of the absence of an unbonded layer on fai...

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Principais autores: Kechuan Wu, Guanglan Wei, Longfei Zhang, Wenzheng Yu, Xiang Lan
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2025-05-01
coleção:Buildings
Assuntos:
all-steel buckling-restrained brace
unbonded materials
fatigue performance
fatigue life
local buckling
Acesso em linha:https://www.mdpi.com/2075-5309/15/10/1626
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