. In the paper the structural behaviour of the steel frames protected with Shear-Link type passive dissipators and aluminium dissipators is examined too. It has been put in evidence that these passive dissipation systems can significantly reduce the response of the structures subjected to near-fault motions. The aim of the present study is to acquire quantitative knowledge on the near-field ground motion effects on frame buildings and on their damage.
Mechanical behaviour of buildings under seismic input in near-field areas / Diaferio, Mariella; Foti, Dora. - (2006), pp. 377-378. (Intervento presentato al convegno 35th Solid Mechanics Conference (35 Solmech 2006) tenutosi a Cracovia nel 4-8 Settembre 2006).
Mechanical behaviour of buildings under seismic input in near-field areas
DIAFERIO, Mariella;FOTI, Dora
2006-01-01
Abstract
. In the paper the structural behaviour of the steel frames protected with Shear-Link type passive dissipators and aluminium dissipators is examined too. It has been put in evidence that these passive dissipation systems can significantly reduce the response of the structures subjected to near-fault motions. The aim of the present study is to acquire quantitative knowledge on the near-field ground motion effects on frame buildings and on their damage.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
