A proposed approach to mitigate the torsional amplifications of asymmetric base-isolated buildings during earthquakes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-015-0325-0.pdf
Reference21 articles.
1. Computers and Structures Inc. (1999). ETABS: Three dimensional analysis and design of building systems, Berkeley, California, USA.
2. De Stefano, M. and Pintucchi, B. (2008). “A review of research on seismic behavior of irregular building structures since 2002.” Bulletin of Earthquake Engineering, Vol. 6, No. 2, pp. 285–308, DOI: 10.1007/s10518-007-9052-3.
3. Eisenberger, M. and Rutenberg, A. (1986). “Seismic base isolation of asymmetric shear buildings.” Engineering Structures, Vol. 8, No. 1, pp. 2–8, DOI: 10.1016/0141-0296(86)90013-1.
4. Etedali, S., Sohrabi, M. R., and Tavakoli, S. (2013). “Optimal PD/PID control of smart base isolated buildings equipped with piezoelectric friction dampers.” Earthquake Engineering and Engineering Vibration, Vol. 12, No. 1, pp. 39–54, DOI: 10.1007/s11803-013-0150-8.International Code Council, Uniform Building Code (UBC), USA, 1997.
5. Jangid, R. S. and Datta, T. K. (1994a). “Nonlinear response of torsional coupled base isolated structure.” Journal of Structural Engineering, Vol. 120, No. 1, pp. 1–22, DOI: 10.1061/(ASCE) 0733-9445(1994) 120:1(1).
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