Carlos Rebelo

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Luis Simoes da SilvaProfessor of Steel Construction, ISISE, Civil Engineering Dep., University of CoimbraVerified email at dec.uc.pt
Milan VeljkovicProfessor of Steel and Composite Structure, Delft University of TechnologyVerified email at tudelft.nl
José A.F.O. CorreiaINEGI & CONSTRUCT, Faculty of Engineering, UPortoVerified email at inegi.up.pt
Abilio M. P. de JesusUniversity of PortoVerified email at fe.up.pt
Constança RigueiroAdjunt Professor, Polytechnic Institute of Castelo BrancoVerified email at ipcb.pt
Liliana MarquesISISE - University of Coimbra, Department of Civil Engineering, Coimbra, PortugalVerified email at dec.uc.pt
Bruno PedrosaResearcherVerified email at uc.pt
Mario D'AnielloUniversity of Naples Federico IIVerified email at unina.it
Helena GervasioProfessora Auxiliar em Engenharia Civil, Universidade de CoimbraVerified email at dec.uc.pt
Marko PavlovićAssistant Professor at Delft University of TechnologyVerified email at tudelft.nl
Daniel PakUniversität SiegenVerified email at bau.uni-siegen.de
José Miguel CastroAssociate Professor, University of PortoVerified email at fe.up.pt
Mohammad Reza Shah MohammadiMarie Curie PhD Candidate in University of CoimbraVerified email at uc.pt
Luciano Rodrigues Ornelas de LimaProfessor - UERJ - State University of Rio de JaneiroVerified email at eng.uerj.br
Andre Tenchini da SilvaProfessor Adjunto, Universidade do Estado do Rio de JaneiroVerified email at eng.uerj.br
Andreas TarasETH ZurichVerified email at ethz.ch
Charalampos BaniotopoulosUniversity of Birmingham, School of EngineeringVerified email at civil.auth.gr
Grzegorz Lesiuk, PhD. DSc. Eng., Ass...Politechnika WrocławskaVerified email at pwr.edu.pl
Rui CalçadaAssociate Professor with HabilitationVerified email at fe.up.pt
Trayana TankovaUniversity of CoimbraVerified email at uc.pt

Carlos Rebelo

University of Coimbra, Institute for sustainability and Innovation in Structural Engineering (ISISE)

Verified email at dec.uc.pt

Civil engineering structural dynamics steel and mixed construction technology


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A comparison of the fatigue behavior between S355 and S690 steel grades AMP de Jesus, R Matos, BFC Fontoura, C Rebelo, LS da Silva, ... Journal of constructional steel research 79, 140-150, 2012	198	2012
Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties LS da Silva, C Rebelo, D Nethercot, L Marques, R Simões, PMMV Real Journal of Constructional Steel Research 65 (4), 832-849, 2009	106	2009
Dynamic behaviour of twin single-span ballasted railway viaducts—Field measurements and modal identification C Rebelo, LS da Silva, C Rigueiro, M Pircher Engineering Structures 30 (9), 2460-2469, 2008	103	2008
Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model C Rebelo, N Lopes, LS Da Silva, D Nethercot, PMMV Real Journal of Constructional Steel Research 65 (4), 818-831, 2009	90	2009
Seismic performance of dual-steel moment resisting frames A Tenchini, M D'Aniello, C Rebelo, R Landolfo, LS da Silva, L Lima Journal of Constructional Steel Research 101, 437-454, 2014	80	2014
Influence of ballast models in the dynamic response of railway viaducts C Rigueiro, C Rebelo, LS da Silva Journal of Sound and Vibration 329 (15), 3030-3040, 2010	76	2010
Structural Assessment of the Tower of the University of Coimbra by Modal Identification D RISI_2. Júlio, E., Rebelo, C., Dias da Costa Engineering Structures 30 (12), 2008	72	2008
Influence of seismic design rules on the robustness of steel moment resisting frames D Cassiano1a, M D’Aniello, C Rebelo, R Landolfo, LS da Silva Steel Compos. Struct 21 (3), 479-500, 2016	71	2016
Development of a consistent buckling design procedure for tapered columns L Marques, A Taras, LS da Silva, R Greiner, C Rebelo Journal of Constructional Steel Research 72, 61-74, 2012	60	2012
High strength steel in chevron concentrically braced frames designed according to Eurocode 8 A Tenchini, M D’Aniello, C Rebelo, R Landolfo, LS da Silva, L Lima Engineering Structures 124, 167-185, 2016	56	2016
Statistical evaluation of fatigue strength of double shear riveted connections and crack growth rates of materials from old bridges LG Mayorga, S Sire, JAFO Correia, AMP De Jesus, C Rebelo, ... Engineering Fracture Mechanics 185, 241-257, 2017	54	2017
Mixed mode (I+ II) fatigue crack growth in puddle iron G Lesiuk, P Kucharski, JAFO Correia, AMP De Jesus, C Rebelo, ... Engineering Fracture Mechanics 185, 175-192, 2017	51	2017
Characterization of web panel components in double-extended bolted end-plate steel joints H Augusto, LS da Silva, C Rebelo, JM Castro Journal of Constructional Steel Research 116, 271-293, 2016	51	2016
A full scale experimental study of prestressed stayed columns M Serra, A Shahbazian, LS Da Silva, L Marques, C Rebelo, ... Engineering Structures 100, 490-510, 2015	48	2015
Design of slip resistant lap joints with long open slotted holes C Heistermann, M Veljkovic, R Simões, C Rebelo, LS Da Silva Journal of Constructional Steel Research 82, 223-233, 2013	48	2013
Parametric finite element analyses on flush end-plate joints under column removal D Cassiano, M D'Aniello, C Rebelo Journal of Constructional Steel Research 137, 77-92, 2017	46	2017
Numerical validation of the general method in EC3-1-1 for prismatic members LS da Silva, L Marques, C Rebelo Journal of Constructional Steel Research 66 (4), 575-590, 2010	44	2010
Connections in towers for wind converters, part I: Evaluation of down-scaled experiments M Pavlović, C Heistermann, M Veljković, D Pak, M Feldmann, C Rebelo, ... Journal of Constructional Steel Research 115, 445-457, 2015	41	2015
Towards a standardized procedure for the safety assessment of stability design rules T Tankova, LS da Silva, L Marques, C Rebelo, A Taras Journal of Constructional Steel Research 103, 290-302, 2014	40	2014
Development of a consistent design procedure for lateral–torsional buckling of tapered beams L Marques, LS da Silva, R Greiner, C Rebelo, A Taras Journal of Constructional Steel Research 89, 213-235, 2013	40	2013

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