In this work a procedure for computing the dynamic response of tall buildings to wind gust buffeting phenomena is proposed. In fact, classical approaches for the determination of the structural response to wind loads tend to be over-simplified for complex structures. Moreover, significant advances have been recently made in wind tunnel testing, this resulting on significant pressure for the development of numerical techniques capable of exploiting experimental results, though satisfying code provisions.
A numerical procedure for the dynamic response of tall buildings subject to turbulent wind excitation / G. Barbella; F. Perotti; V. Simoncini. - ELETTRONICO. - (2009), pp. 1-4. (Intervento presentato al convegno 5th European and African Conference on Wind Engineering tenutosi a Firenze nel 19-23 Luglio 2009).
A numerical procedure for the dynamic response of tall buildings subject to turbulent wind excitation
SIMONCINI, VALERIA
2009
Abstract
In this work a procedure for computing the dynamic response of tall buildings to wind gust buffeting phenomena is proposed. In fact, classical approaches for the determination of the structural response to wind loads tend to be over-simplified for complex structures. Moreover, significant advances have been recently made in wind tunnel testing, this resulting on significant pressure for the development of numerical techniques capable of exploiting experimental results, though satisfying code provisions.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
