Paulo Providencia
Paulo Providencia
Auxiliary Professor, Civil Engrg., Coimbra Univ. and INESC Coimbra
Verified email at dec.uc.pt
Title
Cited by
Cited by
Year
Timber-concrete composite bridges: State-of-the-art review
JN Rodrigues, AMPG Dias, P Providência
BioResources 8 (4), 6630-6649, 2013
532013
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
412015
Elastic lateral-torsional buckling of restrained web-tapered I-beams
A Andrade, P Providência, D Camotim
Computers & structures 88 (21-22), 1179-1196, 2010
362010
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
332007
Sustainability and lifecycle assessment of timber-concrete composite bridges
JN Rodrigues, P Providência, AMPG Dias
Journal of Infrastructure Systems 23 (1), 04016025, 2017
212017
Statistical analysis of timber–concrete connections–Mechanical properties
A Dias, ARD Martins, LMC Simoes, PM Providencia, AAM Andrade
Computers & Structures 155, 67-84, 2015
202015
Multiple equilibria for unlinked and weakly-linked cellular structural forms
K Ikeda, P Providéncia, GW Hunt
International journal of solids and structures 30 (3), 371-384, 1993
201993
Anchorage Models for Reinforced Concrete Beam-Column Joints under Quasi-Static Loading.
R Costa, P Providência, A Dias
ACI Structural Journal 113 (3), 2016
112016
Bridgemill bridge bearing capacity assessment by a discrete element method
GAF Rouxinol, P Providência, JV Lemos
Proceedings of the Arch07–5th International Conference on Arch Bridges. PB …, 2007
112007
Component‐based reinforced concrete beam–column joint model
R Costa, P Providência, A Dias
Structural Concrete 18 (1), 164-176, 2017
102017
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
92015
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 12 (4), 393-411, 2013
92013
The discrete element method with 2D rigid polygonal and circular elements
GAF Rouxinol, P Providência, JV Lemos
V Int. Conf, 2006
82006
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
72017
Use of composite timber-concrete bridges solutions in Portugal
J Rodrigues, P Providência, A Dias
International Conference on Timber Bridges (ICTB 2010), Norway, 2010
72010
A building information modeling approach to integrate geomatic data for the documentation and preservation of cultural heritage
M Solla, L Gonçalves, G Gonçalves, C Francisco, I Puente, P Providência, ...
Remote Sensing 12 (24), 4028, 2020
62020
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
62018
Fictitious forces method and its application to the nonlinear analysis of plane RC skeletal structures
P Gala, R Costa, M Ferreira, P Providência, A Dias
Journal of Structural Engineering 142 (11), 04016107, 2016
62016
Localdistortional interaction in web-stiffened LC columns: post-buckling behaviour, strength and DSM design
AD Martins, PB Dinis, D Camotim, P Providência
European conference on steel and composite structures, Eurosteel, 10-12, 2014
62014
Classification of reinforced concrete beam-to-column joints
FCT Gomes, P Providência, R Costa
CoRAN 2011—international conference on recent advances in nonlinear models …, 2011
62011
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