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    Dynamic Analysis of Arches Using Lagrangian Approach 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Aldo Raithel; Claudio Franciosi
    Publisher: American Society of Civil Engineers
    Abstract: Research of frequencies and modes of vibration of an arch is pursued, using the method of reducing the structure to a conservative rigid‐elastic system. The role of the reductive matrix of the strain energy is clearly ...
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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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