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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Egile Nagusiak:	Budi Suswanto, Fikri Ghifari, Triwulan Triwulan, Hidajat Sugihardjo, Pramesta Armanisag Pangestuti
Formatua:	Artigo
Hizkuntza:	Inglês
Argitaratua:	Petra Christian University 2025-03-01
Saila:	Civil Engineering Dimension
Gaiak:	eccentrically braced frames vertical link metallic yielding damper hysteresis steel damper shear capacity dissipated energy
Sarrera elektronikoa:	https://ced.petra.ac.id/index.php/civ/article/view/28933
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