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Dive into the research topics where Melina Bosco is active.

Publication


Featured researches published by Melina Bosco.


Bulletin of Earthquake Engineering | 2013

An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings

Melina Bosco; Edoardo M. Marino; Pier Paolo Rossi

This paper describes a new method for the evaluation of the static eccentricity


The Open Construction and Building Technology Journal | 2015

A Capacity Design Procedure for Columns of Steel Structures with Diagonals Braces

Melina Bosco; Aurelio Ghersi


Archive | 2016

Application of Nonlinear Static Method with Corrective Eccentricities to Steel Multi-storey Braced Buildings

Melina Bosco; Giovanna Ferrara; Aurelio Ghersi; Edoardo M. Marino; Pier Paolo Rossi

e_{s}


The Open Construction and Building Technology Journal | 2013

Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings

Melina Bosco; Aurelio Ghersi; Edoardo M. Marino; Pier Paolo Rossi


Archive | 2013

Application of Nonlinear Static Method with Corrective Eccentricities to Multistorey Buildings: A Case Study

Melina Bosco; Giovanna Ferrara; Aurelio Ghersi; Edoardo M. Marino; Pier Paolo Rossi

and the ratio


Archive | 2016

Influence of the Interaction Yield Domain on Lateral-Torsional Coupling of Asymmetric Single-Storey Systems

Melina Bosco; Aurelio Ghersi; Edoardo M. Marino; Pier Paolo Rossi


Archive | 2016

Seismic Upgrading of Vertically Irregular Existing r.c. Frames by BRBs

Francesca Barbagallo; Melina Bosco; Edoardo M. Marino; Pier Paolo Rossi; Paola R. Stramondo

\Omega _{\uptheta }


Key Engineering Materials | 2018

Behavior Factor of Dual Systems with BRBs and Semi-Rigid Connections

Francesca Barbagallo; Melina Bosco; Edoardo M. Marino; Pier Paolo Rossi


Key Engineering Materials | 2018

Seismic Retrofitting of Eccentrically Braced Frames by Rocking Walls and Viscous Dampers

Francesca Barbagallo; Melina Bosco; Aurelio Ghersi; Edoardo M. Marino; Pier Paolo Rossi

of uncoupled torsional to lateral frequencies in real multi-storey buildings. The above-mentioned parameters greatly affect the lateral-to-torsional coupling of the response of asymmetric systems and thus are of paramount importance in the assessment of the in-plan irregularity of buildings. The proposed method, which is a generalization of that suggested by Calderoni et al. (Earthq Spectra 18(2):219–231, 2002), allows the calculation of the static eccentricity


Archive | 2016

Improved Nonlinear Static Methods for Prediction of the Seismic Response of Asymmetric Single-Storey Systems

Melina Bosco; Aurelio Ghersi; Edoardo M. Marino; Pier Paolo Rossi

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Antonello De Luca

University of Naples Federico II

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Elena Mele

University of Naples Federico II

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