The Use of Seismic Isolators to Improve Building Performance
Author:
Affiliation:
1. Université 8 Mai 1945 , Guelma , Algérie
2. Université Badji Mokhtar , Annaba , Algérie
Abstract
Publisher
Walter de Gruyter GmbH
Link
https://www.sciendo.com/pdf/10.2478/sspjce-2023-0004
Reference12 articles.
1. Abdollahzadeh, G., & Sadeghi, A, (2018). Earthquake recurrence effect on the response reduction factor of steel moment frame. Asian journal of Civil Engineering, 19, 993–1008.
2. Faroughi, A., Moghadam, A. S., & Hosseini, M, (2017). Seismic progressive collapse of MRF– EBF dual steel systems. Proceedings of the Institution of Civil Engineers Structures and Buildings, 170, 67–75.
3. Hakim, R. A., Alama, M. S., & Ashour, S. A, (2014). Seismic assessment of RC building according to ATC-40, FEMA-356 and FEMA-440. Arabian Journal for Science and Engineering, 39, 7691–7699.
4. Hosseini, M., Fanaie, N., & Yousefi, A. M. (2014). Studying the vulnerability of steel moment resistant frames subjected to progressive collapse. Indian Journal of Science and Technology, 7(3), 335–342.
5. Kiakojouri, F., & Sheidaii, M. (2018). Effects of finite element modeling and analysis techniques on response of steel moment-resisting frame in dynamic column removal scenarios. Asian Journal of Civil Engineering, 19, 295–307.
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