| 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 | 234 | 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 | 115 | 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 | 115 | 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 | 97 | 2009 |
| 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 | 86 | 2010 |
| 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 | 82 | 2014 |
| 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 | 77 | 2016 |
| 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 | 74 | 2008 |
| 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 | 69 | 2017 |
| 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 | 67 | 2012 |
| 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 | 63 | 2017 |
| 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 | 61 | 2016 |
| 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 | 59 | 2016 |
| Concrete-filled cold-formed steel (CF-CFS) built-up columns under compression: Test and design R Rahnavard, HD Craveiro, M Lopes, RA Simões, L Laím, C Rebelo Thin-Walled Structures 179, 109603, 2022 | 55 | 2022 |
| 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 | 55 | 2017 |
| 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 | 54 | 2013 |
| 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 | 53 | 2010 |
| 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 | 52 | 2015 |
| 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 | 48 | 2015 |
| Numerical investigation of the cyclic performance of reinforced concrete frames equipped with a combination of a rubber core and a U-shaped metallic damper R Rahnavard, C Rebelo, HD Craveiro, R Napolitano Engineering Structures 225, 111307, 2020 | 47 | 2020 |
Luis Simoes da SilvaProfessor of Steel Construction, ISISE, Civil Engineering Dep., University of Coimbra在 dec.uc.pt 的电子邮件经过验证
