Search Results - "Fathizadeh, S. F."

Considering soil-structure interaction effects on performance-based design optimization of moment-resisting steel frames by an engineered cluster-based genetic algorithm by Fathizadeh, S. F., Vosoughi, A. R., Banan, Mo. R.

“…An engineered cluster-based genetic algorithm (ECGA) has been used for performance-based design optimization of two dimensional moment-resisting steel frames…”
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Development of a novel cost-effective toggle-brace-curveddamper (TBCD) for mid-rise steel structures using multi-objective NSGA II optimization technique by Dehghani, S., Fathizadeh, S. F., Vosoughi, A. R., Farsangi, E. Noroozinejad, Yang, T. Y., Hajirasouliha, I.

“…Curve-shaped laser-cut steel plate dampers named curved damper have been recently introduced, and their performance has been experimentally investigated…”
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Performance evaluation of curved damper truss moment frames designed using equivalent energy design procedure by Dehghani, S., Fathizadeh, S.F., Yang, T.Y., Noroozinejad Farsangi, E., Vosoughi, A.R., Hajirasouliha, I., Málaga-Chuquitaype, C., Takewaki, I.

“…•Introduction of a new structural system called curved damper truss moment frame.•Benefiting from a two-phased energy dissipation system, primary and secondary…”
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Seismic performance assessment of multi-story steel frames with curved dampers and semi-rigid connections by Fathizadeh, S.F., Dehghani, S., Yang, T.Y., Vosoughi, A.R., Noroozinejad Farsangi, E., Hajirasouliha, I.

“…Curved steel damper is an innovative energy dissipation device for seismic application. The performance of the curved steel damper has been well studied and…”
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Trade-off Pareto optimum design of an innovative curved damper truss moment frame considering structural and non-structural objectives by Fathizadeh, S.F., Dehghani, S., Yang, T.Y., Noroozinejad Farsangi, E., Vosoughi, A.R., Hajirasouliha, I., Takewaki, I., Málaga-Chuquitaype, C., Varum, H.

“…This research aims to develop a novel and cost-effective seismic force-resisting system called “curved damper truss moment frame” (CDTMF) by coupling the…”
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