Response Modification Factor of Steel Braced Frames Equipped with Smart Hybrid Re-Centering Device
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s13296-021-00549-z.pdf
Reference42 articles.
1. Aliakbari, F., & Shariatmadar, H. (2019). Seismic response modification factor for steel slit panel-frames. Engineering Structures, 181, 427–436.
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3. Andrawes, B., & DesRoches, R. (2007). Effect of hysteretic properties of superelastic shape memory alloys on the seismic performance of structures. Structural Control and Health Monitoring: THe Official Journal of the International Association for Structural Control and Monitoring and of the European Association for the Control of Structures, 14(2), 301–320.
4. Asgarian, B., & Jalaeefar, A. (2011). Incremental dynamic analysis of steel braced frames designed based on the first, second and third editions of the Iranian seismic code (standard no. 2800). The Structural Design of Tall and Special Buildings, 20(2), 190–207.
5. Asgarian, B., & Moradi, S. (2011). Seismic response of steel braced frames with shape memory alloy braces. Journal of Constructional Steel Research, 67(1), 65–74.
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1. Response modification factor of SMA-based self-centering buckling-restrained braced frames;2023-08-24
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