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    Flexural Behavior of SFRC: Testing and Modeling 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 004
    Author(s): J. A. O. Barros; J. A. Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the results of tests performed on specimens and structural elements made of steel fiber reinforced concrete (SFRC) are presented. Fiber content of the concrete ranged from 0 to 60 kg/m
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    Assessment and Management of Concrete Bridges Supported by Monitoring Data-Based Finite-Element Modeling 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 006
    Author(s): Helder; Sousa; João; Bento; Joaquim; Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: The long-term assessment of large and complex civil infrastructures, such as prestressed concrete bridges, based on finite-element (FE) modeling remains a challenging task. The construction process, the influence of erection ...
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    Solution for the Design of Reinforced Concrete Plates and Shells 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Paulo B. Lourenço; Joaquim A. Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: The use of finite-element packages by practioners as a design tool for reinforced concrete structures has increased considerably in the last few decades. All structural codes of practice recognize the assumption of linear ...
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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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    Push-Off Tests in the Study of Cyclic Behavior of Interfaces between Concretes Cast at Different Times 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Diogo Figueira; Carlos Sousa; Rui Calçada; Afonso Serra Neves
    Publisher: American Society of Civil Engineers
    Abstract: The knowledge about the cyclic behavior and effects of fatigue on interfaces between concrete cast at different times, subjected to shear stress, is still very limited. This aspect is particularly relevant in structures ...
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    Push-Off Tests in the Study of Cyclic Behavior of Interfaces between Concretes Cast at Different Times 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Diogo Figueira; Carlos Sousa; Rui Calçada; Afonso Serra Neves
    Publisher: American Society of Civil Engineers
    Abstract: The knowledge about the cyclic behavior and effects of fatigue on interfaces between concrete cast at different times, subjected to shear stress, is still very limited. This aspect is particularly relevant in structures ...
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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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    Multiobjective Irrigation Model: Alqueva River Basin Application 

    Source: Journal of Irrigation and Drainage Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Helga Pereira; José Rui Figueira; Rui Cunha Marques
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to solve an optimal irrigation water resources allocation problem applied to Alqueva River Basin irrigation system in Portugal. A multiobjective model was developed for this purpose in which the economic, ...
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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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