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,...

وصف كامل

التفاصيل البيبلوغرافية

المؤلفون الرئيسيون:	Budi Suswanto, Fikri Ghifari, Triwulan Triwulan, Hidajat Sugihardjo, Pramesta Armanisag Pangestuti
التنسيق:	Artigo
اللغة:	Inglês
منشور في:	Petra Christian University 2025-03-01
سلاسل:	Civil Engineering Dimension
الموضوعات:	eccentrically braced frames vertical link metallic yielding damper hysteresis steel damper shear capacity dissipated energy
الوصول للمادة أونلاين:	https://ced.petra.ac.id/index.php/civ/article/view/28933
الوسوم:	إضافة وسم لا توجد وسوم, كن أول من يضع وسما على هذه التسجيلة!