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    Modal Analysis for the Rehabilitation Assessment of the Luiz I Bridge 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 012
    Author(s): Bruno J. Afonso Costa; Filipe Magalhães; Álvaro Cunha; Joaquim Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic testing in the condition assessment of existing bridges to support their rehabilitation and strengthening designs is becoming a common procedure, yet additional dynamic testing after rehabilitation is rare. ...
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    Robust SCC Mixes through Mix Design 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 002
    Author(s): Sandra Nunes; Paula Milheiro-Oliveira; Joana Sousa Coutinho; Joaquim Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: One of the main obstacles to a wider use of self-compacting concrete (SCC) is its sensitivity to small variations of the constituent materials, mix proportions, and other external factors. The main objective of this paper ...
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    Numerical Evaluation of the Long-Term Behavior of Precast Continuous Bridge Decks 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Carlos Sousa; Helder Sousa; Afonso Serra Neves; Joaquim Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: Continuous bridge decks constructed with precast girders undergo significant stress changes caused by the concrete delayed deformations because of creep and shrinkage. These effects must be taken into account in the design ...
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    Behavior of Reinforced Concrete Box Culverts under High Embankments 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Mário Pimentel; Pedro Costa; Carlos Félix; Joaquim Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a numerical and an experimental study on reinforced concrete box culverts (BC) behavior is presented. A BC under a
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