Earthquake recurrence effect on the response reduction factor of steel moment frame
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s42107-018-0079-3/fulltext.html
Reference31 articles.
1. Abdelnaby, A. E., & Elnashai, A. S. (2014). Performance of degrading reinforced concrete frame systems under the Tohoku and Christchurch earthquake sequences. Journal of Earthquake Engineering, 18(7), 1009–1036.
2. Abdollahzadeh, G. R., & Abbasi, M. (2015). Response modification factor of suspended zipper braced frames. Steel and Composite Structures, an International Journal, 18(1), 165–185.
3. Abdollahzadeh, G. R., & Banihashemi, M. (2013). Response modification factor of dual moment- resistant frame with buckling restrained brace (BRB). Steel and Composite Structures, an International Journal, 14(6), 621–636.
4. Amadio, C., Fragiacomo, M., & Rajgelj, S. (2003). The effects of repeated earthquake ground motions on the non-linear response of SDOF systems. Earthquake Engineering and Structural Dynamics, 32(2), 291–308.
5. Asadi, P., Madandoust, R., & Zahrai, S. M. (2017). Response modification factor due to ductility of screen-grid ICF wall system in high seismic risk zones. KSCE Journal of Civil Engineering, 1, 21(1), 258–264.
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