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    Flexural and Shear Resistance of Steel Fiber–Reinforced Lightweight Concrete Beams 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): G. Campione
    Publisher: American Society of Civil Engineers
    Abstract: In the present paper an analytical model is proposed that is able to determine the shear resistance of lightweight reinforced concrete beams with longitudinal bars, in the presence of reinforcing steel fibers. The model ...
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    Brick Masonry Columns Externally Wrapped with Steel Wires under Concentric and Eccentric Loads 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): G. Campione; L. Cavaleri; M. Papia
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses an experimental investigation of clay brick columns that are externally strengthened by steel wire collars wrapping the horizontal mortar joints. The study aims to prove the effectiveness of the proposed ...
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    Practical Calculation Models for Column Footing and Comparison with Experimental Data 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 004
    Author(s): G. Campione; F. Cannella; L. Cavaleri
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a simplified calculation model for the prediction of the load-carrying capacity of an RC column footing with a square cross section is presented. A detailed background of available experimental data and ...
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    Flexural Test on a Full-Scale 60-kW Wind Turbine–Tower Telescopic Steel Pipe 

    Source: Practice Periodical on Structural Design and Construction:;2019:;Volume ( 024 ):;issue: 003
    Author(s): G. Campione; A. Monaco; F. Cannella
    Publisher: American Society of Civil Engineers
    Abstract: A full-scale static test to failure was conducted on 6-m (236.22 in.)-long steel pipes constituting a segment of a telescopic wind tower with a 60-kW wind turbine. The diameter of the circular cross section of the steel ...
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    Simplified Model for Compressive Behavior of Concrete Columns Strengthened by Steel Angles and Strips 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 002
    Author(s): V. Badalamenti; G. Campione; M. L. Mangiavillano
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an analytical model to determine the compressive response of concrete members, having a square transverse cross section and reinforced with steel angles at the corners and steel strips connecting the ...
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    Flexural Response of Reinforced Concrete Beam on Elastic Foundation under Vertical Load and Bending Moment: Review of Existing Methods and Proposed New Method 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 002:;page 04021007-1
    Author(s): G. Campione; F. Cannella; M. Zizzo
    Publisher: ASCE
    Abstract: This work examined the behavior of a RC beam on a soil foundation subject to concentrated vertical loads and bending moment in both the elastic and the plastic phases. Some of the simplified methods for hand calculations ...
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    Frictional Effects in Structural Behavior of No-End-Connected Steel-Jacketed RC Columns: Experimental Results and New Approaches to Model Numerical and Analytical Response 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): G. Campione; L. Cavaleri; F. Di Trapani; M. F. Ferrotto
    Publisher: American Society of Civil Engineers
    Abstract: Steel jacketing of reinforced concrete (RC) columns is a common retrofitting technique used to restore bearing and deformation capacity of buildings presenting structural deficiencies. For practical reasons, steel angles ...
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