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Paulo Providência

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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 (October 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 (February 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 (March 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 (May 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 (May 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 (June 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 (March 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 (February 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 (June 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. Presented at: Footbridge 2014 - Past, Present & Future, London, 16-18 July 2014.
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