Lateral Performance of Glulam Timber Frames with CFRP Confined Timber-Steel Buckling-Restrained Bracings

AbstractHeavy glulam timber framed structures are facing a growing inadequacy in resisting lateral actions from earthquakes and winds due to the increasing building heights. This paper presents the experimental and numerical analysis results on the hysteretic behavior of newly developed carbon fiber...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 2022-03, Vol.148 (3)
Hauptverfasser:	Song, Xiao-Bin, Wu, Ya-Jie, Jiang, Hai-Yan, Chen, Tao
Format:	Artikel
Sprache:	eng
Schlagworte:	Beam-columns Buckling Carbon fiber reinforced plastics Confinement Damping ratio Energy dissipation Equivalence Fiber reinforced polymers Finite element method Frame structures Glulam Lateral loads Numerical analysis Parametric statistics Peak load Reinforcement (structures) Steel frames Stiffness Structural engineering Technical Papers Timber framed Viscous damping
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