Timber-concrete composite bridges: State-of-the-art review JN Rodrigues, AMPG Dias, P Providência BioResources 8 (4), 6630-6649, 2013 | 91 | 2013 |
On the relevance of local–distortional interaction effects in the behaviour and design of cold-formed steel columns AD Martins, PB Dinis, D Camotim, P Providência Computers & Structures 160, 57-89, 2015 | 65 | 2015 |
A building information modeling approach to integrate geomatic data for the documentation and preservation of cultural heritage M Solla, LMS Gonçalves, G Gonçalves, C Francisco, I Puente, ... Remote Sensing 12 (24), 4028, 2020 | 50 | 2020 |
Elastic lateral-torsional buckling of restrained web-tapered I-beams A Andrade, P Providência, D Camotim Computers & structures 88 (21-22), 1179-1196, 2010 | 42 | 2010 |
Statistical analysis of timber–concrete connections–Mechanical properties A Dias, ARD Martins, LMC Simões, PM Providência, AAM Andrade Computers & Structures 155, 67-84, 2015 | 39 | 2015 |
Buckling length of a steel column for fire design FCT Gomes, PMP e Costa, JPC Rodrigues, IC Neves Engineering Structures 29 (10), 2497-2502, 2007 | 36 | 2007 |
Sustainability and lifecycle assessment of timber-concrete composite bridges JN Rodrigues, P Providência, AMPG Dias Journal of Infrastructure Systems 23 (1), 04016025, 2017 | 31 | 2017 |
Anchorage Models for Reinforced Concrete Beam-Column Joints under Quasi-Static Loading. R Costa, P Providência, A Dias ACI Structural Journal 113 (3), 2016 | 15 | 2016 |
Component‐based reinforced concrete beam–column joint model R Costa, P Providência, A Dias Structural Concrete 18 (1), 164-176, 2017 | 13 | 2017 |
Data acquisition in cultural heritage buildings using non-destructive techniques, and its gathering with bim—The case study of the gothic monastery of batalha in portugal C Francisco, L Gonçalves, F Gaspar, H Rodrigues, MS Carracelas, ... Sustainability and Automation in Smart Constructions: Proceedings of the …, 2021 | 12 | 2021 |
An efficient three-field mixed finite element model for the linear analysis of composite beams with deformable shear connection M Ferreira, A Andrade, P Providência, F Cabrera Composite Structures 191, 190-201, 2018 | 11 | 2018 |
Bridgemill bridge bearing capacity assessment by a discrete element method GAF Rouxinol, P Providência, JV Lemos Proceeding of the 5th International Conference on Arch Bridges, University …, 2007 | 11 | 2007 |
Improved displacement based alternative to force based finite element for nonlinear analysis of framed structures M Ferreira, P Providência, P Gala, J Almeida Engineering Structures 135, 95-103, 2017 | 10 | 2017 |
Considering the size and strength of beam‐column joints in the design of RC frames RJT Costa, P Providência, A Dias Structural Concrete 16 (2), 233-248, 2015 | 9 | 2015 |
Influence of shear deformation of exterior beam-column joints on the quasi-static behavior of RC framed structures RJT Costa, FCT Gomes, PMMP Providencia, AMPG Dias Computers and Concrete, An International Journal 12 (4), 393-411, 2013 | 9 | 2013 |
The discrete element method with 2D rigid polygonal and circular elements GAF Rouxinol, P Providência, JV Lemos V Int. Conf, 2006 | 9 | 2006 |
Use of composite timber-concrete bridges solutions in Portugal J Rodrigues, P Providência, A Dias International Conference on Timber Bridges (ICTB 2010), Norway, 2010 | 8 | 2010 |
Avaliação e reabilitação sísmicas de edifícios de betão armado R Costa, C Providência ENGEBOOK: Porto, Portugal, 2019 | 7 | 2019 |
Timber-concrete composite bridges–sustainability assessment J Rodrigues, A Dias, P Providencia COST Timber Bridge Conference–CTBC 2014, 31, 2014 | 7 | 2014 |
Leprosaria nacional: modernidade e ruína no Hospital-Colónia Rovisco Pais P Providência, VMJ Matos, AL Santos, S Xavier, E Brás, L Quintais Leprosária Nacional: modernidade e ruína no Hospital-Colônia Rovisco Pais …, 2013 | 7 | 2013 |