SHEHU, RAFAEL

SHEHU, RAFAEL  

DIPARTIMENTO DI INGEGNERIA CIVILE E AMBIENTALE  

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Risultati 1 - 20 di 22 (tempo di esecuzione: 0.032 secondi).
Titolo Data di pubblicazione Autori File
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers 1-gen-2017 Milani, GabrieleShehu, RafaelValente, Marco
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) 1-gen-2016 MILANI, GABRIELESHEHU, RAFAELVALENTE, MARCO VINCENZO
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 1-gen-2017 Valente, MarcoMilani, GabrieleShehu, Rafael
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy 1-gen-2016 VALENTE, MARCO VINCENZOMILANI, GABRIELESHEHU, RAFAEL
Implementation of pushover analysis for seismic assessment of masonry towers: Issues and practical recommendations 1-gen-2021 Shehu R.
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods 1-gen-2018 Milani, GabrieleShehu, RafaelValente, Marco
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials 1-gen-2017 Milani, G.Shehu, R.Valente, M.
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies 1-gen-2017 Milani, GabrieleShehu, RafaelValente, Marco
Preliminary Assessment of the Seismic Vulnerability of Three Inclined Bell-towers in Ferrara, Italy 1-gen-2020 Shehu R.
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches 1-gen-2017 MILANI, GABRIELESHEHU, RAFAELVALENTE, MARCO VINCENZO
Seismic assessment of a venetian bell tower taking into account soil-structure interaction 1-gen-2018 Shehu, RafaelDiana, VitoCasolo, SiroMilani, Gabriele +
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake 1-gen-2016 SHEHU, RAFAELMILANI, GABRIELEVALENTE, MARCO VINCENZO +
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures 1-gen-2017 Milani, GabrieleShehu, RafaelValente, Marco
Seismic performance assessment of three masonry churches through FE Simulations 1-gen-2017 MILANI, GABRIELESHEHU, RAFAELVALENTE, MARCO VINCENZO
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement 1-gen-2016 MILANI, GABRIELESHEHU, RAFAELVALENTE, MARCO VINCENZO +
Seismic Upgrading of a Masonry Church with FRP Composites 1-gen-2016 MILANI, GABRIELESHEHU, RAFAELVALENTE, MARCO VINCENZO
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting 1-gen-2017 Milani, GabrieleShehu, RafaelValente, Marco
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies 1-gen-2016 MILANI, GABRIELESHEHU, RAFAELVALENTE, MARCO VINCENZO
Seismic Vulnerability Reduction of Masonry Churches: A case study 1-gen-2017 Milani, GabrieleShehu, RafaelValente, Marco
A Simple Approach for the Design of Ductile Earthquake-Resisting Frame Structures Counting for P-Delta Effect 1-gen-2019 Shehu, RafaelAngjeliu, Grigor +