In this paper, the hybrid friction-yielding damper in the center of X-braced steel frame for dissipating seismic energy and its design methodology are introduced.Due to their relative simplicity and easy application with no need for any special material or technology, this high performance system have gained more attention compared to other means of energy dissipation devises.The advantage of failure localization at circular damper cause this system can be used for rehabilitation of existing building whose slender braces designed based on tension forces only. Possibility of Prompt installation of new ones after strong earthquake is another advantage of this simple system.
Beheshti-Aval,S. B. and Mahbanoui,H. R. (2010). Design & Modeling of a Novel Energy Dissipated Device Using Hybrid Friction-Yielding Damper in the Steel Braced Frames. Journal of Steel & Structure, 4(8), 71-82. doi: 10.22034/jss.2010.238441
MLA
Beheshti-Aval,S. B. , and Mahbanoui,H. R. . "Design & Modeling of a Novel Energy Dissipated Device Using Hybrid Friction-Yielding Damper in the Steel Braced Frames", Journal of Steel & Structure, 4, 8, 2010, 71-82. doi: 10.22034/jss.2010.238441
HARVARD
Beheshti-Aval S. B., Mahbanoui H. R. (2010). 'Design & Modeling of a Novel Energy Dissipated Device Using Hybrid Friction-Yielding Damper in the Steel Braced Frames', Journal of Steel & Structure, 4(8), pp. 71-82. doi: 10.22034/jss.2010.238441
CHICAGO
S. B. Beheshti-Aval and H. R. Mahbanoui, "Design & Modeling of a Novel Energy Dissipated Device Using Hybrid Friction-Yielding Damper in the Steel Braced Frames," Journal of Steel & Structure, 4 8 (2010): 71-82, doi: 10.22034/jss.2010.238441
VANCOUVER
Beheshti-Aval S. B., Mahbanoui H. R. Design & Modeling of a Novel Energy Dissipated Device Using Hybrid Friction-Yielding Damper in the Steel Braced Frames. Journal of Steel & Structure, 2010; 4(8): 71-82. doi: 10.22034/jss.2010.238441
