Analytical evaluation of shear link capacity in EBF: Beam-truss action analogy

This study introduces a simple analogical method to predict the ultimate shear-link strength of the eccentrically braced steel frame (EBF) system. Prior research highlighted the discrepancies between measured and predicted shear link strength in existing design codes and literature, referred to as o...

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Bibliographic Details
Main Authors: Abdullah Alghossoon, Suhib Almarashdeh, Muhannad Alasiri, Ahmad Tarawneh
Format: Article
Language:English
Published: Elsevier 2025-03-01
Series:Results in Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S259012302500307X
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