Aim of the paper is the evaluation of the seismic behavior of plane frames, designed for vertical loads only, then strengthened with FRP materials. The design of the retrofitting is carried out according to the current seismic codes, with the purpose of complying with the capacity design criterion. The feasibility and effectiveness of the procedure is discussed on the basis on the seismic response of reinforced and un-reinforced plane frames, in terms of both failure modes and plastic hinges distribution in the structural elements

Rinaldi, Z., Ianniruberto, U., Rasulo, A. (2006). Seismic retrofitting of existing plane frame with FRP materials. In M.A. Chiorino, A. Nanni (a cura di), Seismic engineering for concrete structures: italian perspective (pp. 59-71). Chiorino, Nanni Editors, CUES.

Seismic retrofitting of existing plane frame with FRP materials

RINALDI, ZILA;IANNIRUBERTO, UGO;
2006-01-01

Abstract

Aim of the paper is the evaluation of the seismic behavior of plane frames, designed for vertical loads only, then strengthened with FRP materials. The design of the retrofitting is carried out according to the current seismic codes, with the purpose of complying with the capacity design criterion. The feasibility and effectiveness of the procedure is discussed on the basis on the seismic response of reinforced and un-reinforced plane frames, in terms of both failure modes and plastic hinges distribution in the structural elements
2006
Settore ICAR/09 - TECNICA DELLE COSTRUZIONI
English
Rilevanza internazionale
Capitolo o saggio
capacity design criterion; FRP reinforcement; plane frames; seismic behavior
Rinaldi, Z., Ianniruberto, U., Rasulo, A. (2006). Seismic retrofitting of existing plane frame with FRP materials. In M.A. Chiorino, A. Nanni (a cura di), Seismic engineering for concrete structures: italian perspective (pp. 59-71). Chiorino, Nanni Editors, CUES.
Rinaldi, Z; Ianniruberto, U; Rasulo, A
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2108/29572
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