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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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-03-01
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| Series: | Results in Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S259012302500307X |
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