Year 2015,
Volume: 36 Issue: 3, 3087 - 3096, 13.05.2015
Abstract
References
- Etemad Saeid,L., Naraghi,S.A., Zahraei,S.M., (2008), Prediction of Optimal Parameters of
- MTMDs by means of Artificial Neural Networks and Fuzzy Inference, Fourth National Congress on Civil Engineering, University of Tehran.
- Shariatmadar,H., Akbarzadeh,M., (2010), Reduction of the Seismic Responses of the
- Structure by a Few or One Passive TMDs, Fifth National Congress on Civil Engineering, Ferdowsi University of Mashhad.
- Shushtari,A., Afzali,H. (2008), Study of the Effect of TMD Displacement on Seismic
- Response of RC Buildings, Fourth National Congress on Civil Engineering, University of Tehran.
- Frahm,H., (1909), Device for Damping Vibrations of Bodies, USpatent, 989958,Oct.30.
- Bishop, R.E.D.,Welbourn, D.B., (1952), The Problem of the Dynamic Vibration
- Absorbe,Engineering, Lond., 174, 769.
- Den Hartog, J.P.,(1956), Mechanical Vibration, McGraw, Hill, New York.
- Murizio, De.A., Perno, S., Reggio, A., (2012), Dynamic Response and Optimal Design of
- Structures with Large Mass Ratio TMD, Wiley Online Library.
- Rakicevic, Z.T., Bogdanovic, A., Jurukovski, D., Nawrotzki, P., (2012), Effectiveness of
- Tune Mass Damper in the Reduction of the Seismic Response of the Structure, Springer Science.
- Sgobba, S., Marano, G.C., (2010), Optimum Design of Linear Tuned Mass Dampers for
- Structures with Nonlinear Behaviour, Mechanical Systems and Signal Processing, Elsevier, 1739-1755.
Year 2015,
Volume: 36 Issue: 3, 3087 - 3096, 13.05.2015
Abstract
Abstract. In this study, a new and innovative system of perimeter walls is presented in which perimeter walls of buildings, in addition to separating inner and outer space, function as Tuned Mass Dampers (TMDs), and considerably reduce the structural responses to seismic excitations. Furthermore, compared to conventional TMDs, this system occupies much less space and also does not impose more gravitational forces on the structure. Performance of perimeter walls as TMDs was modelled by OpenSees and MATLAB Software by nonlinear dynamic time history analysis and the mass and stiffness of the damper springs were determined. Subsequently, the impact of damper location in the structure was further investigated.
References
- Etemad Saeid,L., Naraghi,S.A., Zahraei,S.M., (2008), Prediction of Optimal Parameters of
- MTMDs by means of Artificial Neural Networks and Fuzzy Inference, Fourth National Congress on Civil Engineering, University of Tehran.
- Shariatmadar,H., Akbarzadeh,M., (2010), Reduction of the Seismic Responses of the
- Structure by a Few or One Passive TMDs, Fifth National Congress on Civil Engineering, Ferdowsi University of Mashhad.
- Shushtari,A., Afzali,H. (2008), Study of the Effect of TMD Displacement on Seismic
- Response of RC Buildings, Fourth National Congress on Civil Engineering, University of Tehran.
- Frahm,H., (1909), Device for Damping Vibrations of Bodies, USpatent, 989958,Oct.30.
- Bishop, R.E.D.,Welbourn, D.B., (1952), The Problem of the Dynamic Vibration
- Absorbe,Engineering, Lond., 174, 769.
- Den Hartog, J.P.,(1956), Mechanical Vibration, McGraw, Hill, New York.
- Murizio, De.A., Perno, S., Reggio, A., (2012), Dynamic Response and Optimal Design of
- Structures with Large Mass Ratio TMD, Wiley Online Library.
- Rakicevic, Z.T., Bogdanovic, A., Jurukovski, D., Nawrotzki, P., (2012), Effectiveness of
- Tune Mass Damper in the Reduction of the Seismic Response of the Structure, Springer Science.
- Sgobba, S., Marano, G.C., (2010), Optimum Design of Linear Tuned Mass Dampers for
- Structures with Nonlinear Behaviour, Mechanical Systems and Signal Processing, Elsevier, 1739-1755.
There are 16 citations in total.
Details
| Journal Section | Special |
|---|---|
| Authors | |
| Publication Date | May 13, 2015 |
| Published in Issue | Year 2015 Volume: 36 Issue: 3 |