Gianvittorio Rizzano

Prof. Gianvittorio Rizzano

Department of Civil Engineering, Università di Salerno, 84084 Salerno, Italy

Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 August 2011 in Composite Structures
Verified
Journal Article
Closed access
Fernando FraternaliFernando Fraternali
Fernando Fraternali
VCVincenzo Ciancia
Vincenzo Ciancia
RCRosaria Chechile
Rosaria Chechile
Gianvittorio RizzanoGianvittorio Rizzano
Gianvittorio Rizzano
LFLuciano Feo
Luciano Feo
LILoredana Incarnato
Loredana Incarnato

1 February 2015 in Engineering Structures
Verified
Journal Article
Closed access
Massimo LatourMassimo Latour
Massimo Latour
Vincenzo PilusoVincenzo Piluso
Vincenzo Piluso
Gianvittorio RizzanoGianvittorio Rizzano
Gianvittorio Rizzano

1 August 2014 in Construction and Building Materials
Verified
Journal Article
Closed access
Massimo LatourMassimo Latour
Massimo Latour
Vincenzo PilusoVincenzo Piluso
Vincenzo Piluso
Gianvittorio RizzanoGianvittorio Rizzano
Gianvittorio Rizzano

1 June 2001 in Journal of Structural Engineering
Verified
Journal Article
Closed access
Vincenzo PilusoVincenzo Piluso
Vincenzo Piluso
CFCiro Faella
Ciro Faella
Gianvittorio RizzanoGianvittorio Rizzano
Gianvittorio Rizzano
The work presented in this paper represents the first step of a research activity aimed at the prediction of the plastic rotation supply of partial-strength bolted connections, starting from the knowledge of their geometrical and mechanical properties, by means of the component approach. As the main sources of plastic deformation of such connections are due to the components commonly modeled by means of an equivalent T-stub, the prediction of the plastic deformation capacity of bolted T-stubs is of primary importance within the framework of the component approach. Therefore, a theoretical model for predicting the plastic deformation capacity of bolted T-stubs is presented in this paper. The collapse mechanism topologies of bolted T-stubs are analyzed, and the corresponding formulations for predicting the ultimate value of the plastic displacement are given. Although the primary aim of the model is the prediction of the plastic deformation capacity, it can also be used for an approximate evaluation of the whole force-displacement curve. To evaluate the accuracy of the proposed model, an experimental program has been carried out. The experimental results and the comparison with the theoretical predictions are presented in a companion paper, providing a satisfactory agreement between theoretical results and experimental evidence.

1 November 2012 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
Mario D'AnielloMario D'Aniello
Mario D'Aniello
Raffaele LandolfoRaffaele Landolfo
Raffaele Landolfo
Vincenzo PilusoVincenzo Piluso
Vincenzo Piluso
Gianvittorio RizzanoGianvittorio Rizzano
Gianvittorio Rizzano

1 June 2008 in Journal of Constructional Steel Research
Verified
Journal Article
Closed access
Vincenzo PilusoVincenzo Piluso
Vincenzo Piluso
Gianvittorio RizzanoGianvittorio Rizzano
Gianvittorio Rizzano