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    Limit Behavior of Stone Arch Bridges 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Paolo Clemente; Antonio Occhiuzzi; Aldo Raithel
    Publisher: American Society of Civil Engineers
    Abstract: According to Heyman's extension of limit design to masonry structures, the safety of stone arches is a purely geometrical matter, considering that it is almost always possible to assess that mean compressive stresses are ...
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    Discussion and Closure: Limit Behavior of Stone Arch Bridges 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Thomas E. Boothby; Paolo Clemente; Antonio Occhiuzzi; Aldo Raithel
    Publisher: American Society of Civil Engineers
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    Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements 

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Francesca Ceroni; Antonio Bonati; Vittorio Galimberti; Antonio Occhiuzzi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an extensive experimental campaign of bond tests aimed to assess and compare the influence of several environmental conditioning factors (humidity and temperature) on the bond behavior ...
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