Search Results - "Rossi, P.P."

Achieving a more effective concentric braced frame by the double-stage yield BRB by Barbagallo, F., Bosco, M., Marino, E.M., Rossi, P.P.

“…•The DYB is proposed as a brace member to obtain an improved steel CBF.•The benefits of the mechanical features of DYB on the frame response is studied.•A…”
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Simplified evaluation of the ultimate strength of RC circular members subjected to axial force, bending moment and shear force by Rossi, P.P., Spinella, N.

“…•A simple analytical tool is proposed for the evaluation of the shear resistance of RC circular columns subjected to axial force, bending moment and shear…”
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A new uniaxial material model for the simulation of lateral buckling of steel rebars by Bosco, M., Floridia, A., Panarelli, D., Rossi, P.P.

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Simplified evaluation of the N-M-V ultimate domain of R.C. rectangular members with shear reinforcement by Rossi, P.P.

“…This paper describes a simple analytical tool for the calculation of the shear strength of r.c. rectangular members with shear reinforcement and subjected to…”
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Seismic design and performance of dual structures with BRBs and semi-rigid connections by Barbagallo, F., Bosco, M., Marino, E.M., Rossi, P.P.

“…In the past, the use of Buckling Restrained Braces (BRBs) in buildings with braced structure has been proposed to overcome the drawback of steel Concentrically…”
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Improvement of the model proposed by Menegotto and Pinto for steel by Bosco, M., Ferrara, E., Ghersi, A., Marino, E.M., Rossi, P.P.

“…•A modified Menegotto and Pinto model for steel is proposed.•The modified model improves the response in case of reloading after partial unloading.•The…”
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Variable vs. invariable elastic response spectrum shapes: impact on the mean annual frequency of exceedance of limit states by Barbagallo, F., Bosco, M., Marino, E.M., Rossi, P.P.

“…•The mean annual frequency of exceedance of limit states is evaluated by the MSA.•The errors committed using an invariable spectrum shape are determined.•The…”
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Design of steel frames equipped with BRBs in the framework of Eurocode 8 by Bosco, M., Marino, E.M., Rossi, P.P.

“…Buckling restrained braces (BRBs) have been investigated extensively by means of experimental tests and their large ductility has been pointed out by many…”
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Seismic behaviour of eccentrically braced frames by Bosco, M., Rossi, P.P.

“…In the past, the analysis of the seismic behaviour of eccentrically braced frames designed in fulfilment of capacity design principles has highlighted the…”
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A design procedure for dual eccentrically braced-moment resisting frames in the framework of Eurocode 8 by Bosco, M., Marino, E.M., Rossi, P.P.

“…•The paper proposes a design procedure for dual eccentrically braced-moment resisting frames.•The proposed procedure is consistent with Eurocode 8.•The…”
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A design procedure for dual eccentrically braced systems: Analytical formulation by Bosco, M., Rossi, P.P.

“…Dual systems constituted by eccentrically braced frames and moment resisting frames are considered in this paper to improve the seismic behaviour of structures…”
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Evaluation of the ultimate strength of R.C. rectangular columns subjected to axial force, bending moment and shear force by Rossi, P.P.

“…•The proposed method is based on the application of the static theorem of limit analysis.•The model considers simplified stress fields to simulate stresses of…”
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A design procedure for dual eccentrically braced systems: Numerical investigation by Bosco, M., Rossi, P.P.

“…The paper investigates the seismic response of dual braced structures constituted by eccentrically braced frames and moment resisting frames. The response of…”
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Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces by Bosco, M., Marino, E.M., Rossi, P.P.

“…•Some modifications are proposed to the design procedure suggested in EC8.•The effectiveness of EC8 procedure is compared to that of the proposed procedure.•A…”
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Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames by Rossi, P.P., Lombardo, A.

“…The paper investigates the influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames designed in accordance with…”
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