A retrofitting trial design analysis of a thirteen-story steel moment frame building damaged by the 1994 Northridge earthquake is presented. The structural rehabilitation hypothesis consisted of introducing bracing members equipped with fluid viscous dampers in each one of the four perimeter frames constituting the lateral load resisting system of the building.
Effectiveness of viscous damped bracing systems for steel frames / A. Chiarugi; S. Sorace; G. Terenzi. - STAMPA. - 1:(2000), pp. 379-385. (Intervento presentato al convegno 3rd International Conference on the Behaviour of Steel Structures in Seismic Areas - STESSA 2000 tenutosi a Montreal, Canada nel August 21-24, 2000).
Effectiveness of viscous damped bracing systems for steel frames
TERENZI, GLORIA
2000
Abstract
A retrofitting trial design analysis of a thirteen-story steel moment frame building damaged by the 1994 Northridge earthquake is presented. The structural rehabilitation hypothesis consisted of introducing bracing members equipped with fluid viscous dampers in each one of the four perimeter frames constituting the lateral load resisting system of the building.
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