Follow
Carlos Rebelo
Carlos Rebelo
University of Coimbra, Institute for sustainability and Innovation in Structural Engineering (ISISE)
Verified email at dec.uc.pt
Title
Cited by
Cited by
Year
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
1982012
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 Sim§es, PMMV Real
Journal of Constructional Steel Research 65 (4), 832-849, 2009
1062009
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
1032008
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
902009
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
802014
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
762010
Structural Assessment of the Tower of the University of Coimbra by Modal Identification
D RISI_2. J˙lio, E., Rebelo, C., Dias da Costa
Engineering Structures 30 (12), 2008
722008
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
712016
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
602012
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
562016
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
542017
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
512017
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
512016
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
482015
Design of slip resistant lap joints with long open slotted holes
C Heistermann, M Veljkovic, R Sim§es, C Rebelo, LS Da Silva
Journal of Constructional Steel Research 82, 223-233, 2013
482013
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
462017
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
442010
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
412015
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
402014
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
402013
The system can't perform the operation now. Try again later.
Articles 1–20