Ductility of post-Northridge connections with Angelina beams
Author:
Affiliation:
1. Department of Civil Engineering, Kerman Branch, Islamic Azad University, Kerman, Iran
2. Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran
Abstract
Publisher
Thomas Telford Ltd.
Subject
Building and Construction,Civil and Structural Engineering
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.13.00036
Reference39 articles.
1. Behaviour of steel moment connections with a single flange rib
2. Evaluation of reinforced connections between steel beams and box columns
3. Seismic rehabilitation of pre-Northridge steel moment connections: A case study
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