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    Lateral-Torsional Stability Boundaries for Polygonally Depth-Tapered Strip Cantilevers Under Multi-Parameter Point Load Systems—An Analytical Approach 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 006:;page 61015
    Author(s): Anísio Andrade; Noël Challamel; Paulo Providência; Dinar Camotim
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper reports an analytical study on the elastic lateral-torsional buckling behavior of strip cantilevers (i) whose depth is given by a monotonically decreasing polygonal function of the ...
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    Sustainability and Lifecycle Assessment of Timber-Concrete Composite Bridges 

    Source: Journal of Infrastructure Systems:;2017:;Volume ( 023 ):;issue: 001
    Author(s): João N. Rodrigues; Paulo Providência; Alfredo M. P. G. Dias
    Publisher: American Society of Civil Engineers
    Abstract: Over the last few years there has been a renewed interest on the use of timber-concrete composite (TCC) structures in bridge decks, possibly because of their cost competitiveness and environmental friendliness. Accordingly, ...
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    Fictitious Forces Method and Its Application to the Nonlinear Analysis of Plane RC Skeletal Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Pedro Gala; Ricardo Costa; Miguel Ferreira; Paulo Providência; Alfredo Dias
    Publisher: American Society of Civil Engineers
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