Two numerical procedures are proposed to solve the equations of motion of multi-degree-of-freedom systems with damping properties expressed by fractional derivatives, representative of the behavior of several classes of devices used in the field of structural control.

Time-domain analysis of structures with dampers modelled by fractional derivates / V. Gusella; G. Terenzi. - STAMPA. - 1:(2001), pp. 251-260. (Intervento presentato al convegno 3rd International Conference on Earthquake Resistant Engineering Structures - ERES 2001 tenutosi a Malaga, Spain nel September 4-6, 2001).

Time-domain analysis of structures with dampers modelled by fractional derivates

TERENZI, GLORIA
2001

Abstract

Two numerical procedures are proposed to solve the equations of motion of multi-degree-of-freedom systems with damping properties expressed by fractional derivatives, representative of the behavior of several classes of devices used in the field of structural control.
2001
Earthquake Resistant Engineering Structures III. ADVANCES IN EARTHQUAKE ENGINEERING
3rd International Conference on Earthquake Resistant Engineering Structures - ERES 2001
Malaga, Spain
September 4-6, 2001
V. Gusella; G. Terenzi
File in questo prodotto:
Non ci sono file associati a questo prodotto.

I documenti in FLORE sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/342268
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 3
  • ???jsp.display-item.citation.isi??? ND
social impact