Effects of fundamental natural time periods on the seismic performance of base isolated multistorey buildings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00604-6.pdf
Reference27 articles.
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2. Bazinenkov, A. M., & Mikhilov, V. P. (2015). Active and semi active vibration isolation systems based on magnetorheological materials. Procedia Engineering, 106, 170–174.
3. Cancellara, D., & De Angelis, F. (2016a). A base isolation system for structures subject to extreme seismic events characterized by anomalous values of intensity and frequency content. Composite Structures, 157, 285–302.
4. Cancellara, D., & De Angelis, F. (2016b). Nonlinear dynamic analysis of multi-storey RC structures with hybrid base isolation systems in presence of bi-directional ground motions. Composite Structures, 154, 464–492.
5. Cancellara, D., & De Angelis, F. (2017). Assessment and dynamic nonlinear analysis of different base isolation systems for a multi-storey RC building irregular in plan. Computers and Structures, 180, 74–88.
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1. Unsymmetricity effects on seismic performance of multi-story buildings;Discover Applied Sciences;2024-09-03
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