Performance Analysis of Eccentrically Braced Frames (EBF) using Metallic Yielding Damper (MYD) with Hysteretic Steel Damper (HSD) Type

Eccentrically Braced Frames (EBFs) are earthquake-resistant steel structures with excellent shear capacity and ductility. During earthquakes, the EBF link yields first, protecting other structural elements. Traditionally, the link is integrated with the main beam and separated by bracing. However,...

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Auteurs principaux:	Budi Suswanto, Fikri Ghifari, Triwulan Triwulan, Hidajat Sugihardjo, Pramesta Armanisag Pangestuti
Format:	Artigo
Langue:	Inglês
Publié:	Petra Christian University 2025-03-01
Collection:	Civil Engineering Dimension
Sujets:	eccentrically braced frames vertical link metallic yielding damper hysteresis steel damper shear capacity dissipated energy
Accès en ligne:	https://ced.petra.ac.id/index.php/civ/article/view/28933
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