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Paulo Providência

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Barroso, Viviane Setti / Andrade, Anísio / Providência, Paulo / Challamel, Noël (2023): A von Kármán-type model for two-layer laminated glass plates, with applications to buckling and free vibration under in-plane edge loads. In: Composite Structures, v. 322 (Oktober 2023).

    https://doi.org/10.1016/j.compstruct.2023.117287

  2. Ferreira, Miguel / Providência, Paulo / Andrade, Anísio (2022): A simple model for the twisting of I beams including web distortion – Application to members supported along a single flange. In: Computers & Structures, v. 260 (Februar 2022).

    https://doi.org/10.1016/j.compstruc.2021.106673

  3. Rodrigues, João N. / Providência, Paulo / Dias, Alfredo M. P. G. (2017): Sustainability and Lifecycle Assessment of Timber-Concrete Composite Bridges. In: Journal of Infrastructure Systems, v. 23, n. 1 (März 2017).

    https://doi.org/10.1061/(asce)is.1943-555x.0000310

  4. Ferreira, Miguel / Andrade, Anísio / Providência, Paulo / Cabrera, Fabian (2018): An efficient three-field mixed finite element model for the linear analysis of composite beams with deformable shear connection. In: Composite Structures, v. 191 (Mai 2018).

    https://doi.org/10.1016/j.compstruct.2018.02.045

  5. Costa, Ricardo / Providência, Paulo / Dias, Alfredo (2016): Anchorage Models for Reinforced Concrete Beam-Column Joints under Quasi-static Loading. In: ACI Structural Journal, v. 113, n. 3 (Mai 2016).

    https://doi.org/10.14359/51688759

  6. Costa, Ricardo / Providência, Paulo / Gomes, Fernando (2020): Simplified assessment of the need to use the explicit model of reinforced concrete beam‐column joints instead of the centreline model. In: Structural Concrete, v. 21, n. 4 (August 2020).

    https://doi.org/10.1002/suco.201900063

  7. Costa, Ricardo / Providência, Paulo / Gomes, Fernando (2019): Simplified assessment of the need for the explicit model of RC beam-column joints instead of the rigid model. In: Structural Concrete, v. 20, n. 3 (Juni 2019).

    https://doi.org/10.1002/suco.201800140

  8. Teixeira Costa, Ricardo Joel / Providência, Paulo / Gomes, Fernando (2016): On the need for classification criteria for cast in situ RC beam–column joints according to their stiffness. In: Materials and Structures, v. 49, n. 4 (April 2016).

    https://doi.org/10.1617/s11527-015-0577-7

  9. Ferreira, Miguel / Providência, Paulo / Gala, Pedro / Almeida, João (2017): Improved displacement based alternative to force based finite element for nonlinear analysis of framed structures. In: Engineering Structures, v. 135 (März 2017).

    https://doi.org/10.1016/j.engstruct.2016.12.020

  10. Gala, Pedro / Costa, Ricardo / Ferreira, Miguel / Providência, Paulo / Dias, Alfredo (2016): Fictitious Forces Method and Its Application to the Nonlinear Analysis of Plane RC Skeletal Structures. In: Journal of Structural Engineering (ASCE), v. 142, n. 11 (November 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001587

  11. Costa, Ricardo / Providência, Paulo / Dias, Alfredo (2017): Component-based reinforced concrete beam-column joint model. In: Structural Concrete, v. 18, n. 1 (Februar 2017).

    https://doi.org/10.1002/suco.201600024

  12. Teixeira Costa, Ricardo Joel / Providência, Paulo / Dias, Alfredo (2015): Considering the size and strength of beam-column joints in the design of RC frames. In: Structural Concrete, v. 16, n. 2 (Juni 2015).

    https://doi.org/10.1002/suco.201400054

  13. Brito, Edgar / Providência, Paulo / Póvoas, Rui (2014): Integrating architectural values, such as memory, place and drawing, in the engineering design process. The example of Jürg Conzett. Vorgetragen bei: Footbridge 2014 - Past, Present & Future, London, 16-18 July 2014.
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