Reinforced concrete seismically-excited frame design with a new mixed H 2 / H ∞ optimization approach

A new approach is proposed for the optimal design of seismically excited reinforced concrete frames. Unlike most existing methods that do not exploit the input/output relationship between the base acceleration and the structural response, the main feature of the presented approach is to directly sha...

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Veröffentlicht in:	Meccanica (Milan) 2018-01, Vol.53 (6), p.1547-1564
Hauptverfasser:	Venini, Paolo, Cinquini, Carlo
Format:	Artikel
Sprache:	eng
Schlagworte:	Aseismic buildings Building codes Earthquake resistance H infinity Lateral displacement Mathematical models Norms Reinforced concrete Seismic design Seismic engineering Transfer functions Two dimensional models
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