Experimental Investigation on Self-Centering Steel-Timber Hybrid Beam-Column Connections

AbstractSelf-centering heavy timber frames rely on the self-centering beam-column timber connections to limit damage and provide the recentering capability. However, low compressive strength and stiffness perpendicular to the grain of the timber columns have long been a design challenge, which yield...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 2023-03, Vol.149 (3)
Hauptverfasser:	Li, Zheng, Chen, Fei, He, Minjuan, Long, Weiguo, Ou, Jiajia, Li, Minghao
Format:	Artikel
Sprache:	eng
Schlagworte:	Beam-columns Composite columns Compressive strength Cyclic loads Energy dissipation Material properties Post-tensioning Service life Steel Stiffness Structural engineering Technical Papers Timber (structural)
Online-Zugang:	Volltext
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