Author:
Misal Mrunmyee A.,Manchalwar Atulkumar A.,Nangare P. B.
Publisher
Springer Science and Business Media LLC
Reference24 articles.
1. Abe, M. (1996). Semi-active tuned mass dampers for seismic protection of civil structures. Dynamics (pembroke, Ont.), 25, 743–749.
2. Aly, A. M. (2014). Vibration control of high-rise buildings for wind: A robust passive and active tuned mass damper. Smart Structures and Systems, 13(3), 473–500. https://doi.org/10.12989/sss.2014.13.3.473
3. ATC-40. (1996). Seismic evaluation and retrofit of concrete buildings. Redwood City: Applied Technology Council.
4. Bakre, S. V., & Jangid, R. S. (2007). Optimum parameters of tuned mass damper for damped main system. Structural Control and Health Monitoring, 14(3), 448–470.
5. Housner, G. W., Bergman, L. A., Caughey, T. K., Chassiakos, A. G., Claus, R. O., Masri, S. F., Skelton, R. E., Soong, T. T., Spencer, B. F., & Yao, J. T. P. (1997). Structural control: Past, present and future. Journal of Engineering Mechanics, 123(9), 897–971.