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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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    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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    Macroelement Model for In-Plane and Out-of-Plane Responses of Masonry Infills in Frame Structures 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): F. Di Trapani; P. B. Shing; L. Cavaleri
    Publisher: American Society of Civil Engineers
    Abstract: A new macroelement model is presented in this paper for the simulation of the in-plane (IP) and out-of-plane (OOP) response of infilled frames subjected to seismic actions. The model consists of two diagonal, one horizontal, ...
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    Use of Numerical Wind-Wave Models for Assessment of the Offshore Wave Energy Resource 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1997:;volume( 119 ):;issue: 003:;page 184
    Author(s): M. T. Pontes; S. Barstow; L. Bertotti; H. Oliveira-Pires; L. Cavaleri
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In the last two decades the performance of numerical wind-wave models has improved considerably. Several models have been routinely producing good quality wave estimates globally since the ...
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    Erratum: “An Atlas of the Wave-Energy Resource in Europe” (ASME Journal of Offshore Mechanics and Arctic Engineering, 1996, 118, pp. 307–309) 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1997:;volume( 119 ):;issue: 002:;page 113
    Author(s): M. T. Pontes; G. A. Athanassoulis; S. Barstow; L. Cavaleri; B. Holmes; D. Mollison; H. Oliveira-Pires
    Publisher: The American Society of Mechanical Engineers (ASME)
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    An Atlas of the Wave-Energy Resource in Europe 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1996:;volume( 118 ):;issue: 004:;page 307
    Author(s): M. T. Pontes; G. A. Athanassoulis; S. Barstow; L. Cavaleri; B. Holmes; D. Mollison; H. Oliveira-Pires
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An atlas of the European offshore wave energy resource, being developed within the scope of a European R&D program, includes the characterization of the offshore resource for the Atlantic ...
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