Carlos Alberto Silva Rebelo
AuthID: R-000-356
21
TITLE: Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions
AUTHORS: Pedrosa, B; José António Correia ; Rebelo, CAS; Veljkovic, M;
PUBLISHED: 2020, SOURCE: ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, VOLUME: 6, ISSUE: 3
AUTHORS: Pedrosa, B; José António Correia ; Rebelo, CAS; Veljkovic, M;
PUBLISHED: 2020, SOURCE: ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, VOLUME: 6, ISSUE: 3
24
TITLE: Numerical investigation of the cyclic performance of reinforced concrete frames equipped with a combination of a rubber core and a U-shaped metallic damper Full Text
AUTHORS: Rahnavard, R; Rebelo, C; Craveiro, HD; Napolitano, R;
PUBLISHED: 2020, SOURCE: ENGINEERING STRUCTURES, VOLUME: 225
AUTHORS: Rahnavard, R; Rebelo, C; Craveiro, HD; Napolitano, R;
PUBLISHED: 2020, SOURCE: ENGINEERING STRUCTURES, VOLUME: 225
25
TITLE: Integrated lifting process for hybrid lattice-tubular-towers for wind energy Full Text
AUTHORS: Carl Richter; Daniel Pak; Carlos Rebelo; Mohammad Reza Shah Mohammadi;
PUBLISHED: 2020, SOURCE: STAHLBAU, VOLUME: 89, ISSUE: 6
AUTHORS: Carl Richter; Daniel Pak; Carlos Rebelo; Mohammad Reza Shah Mohammadi;
PUBLISHED: 2020, SOURCE: STAHLBAU, VOLUME: 89, ISSUE: 6
INDEXED IN: 
WOS
WOS26
TITLE: Erratum: Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions by Bruno Pedrosa, José A. F. O. Correia, Carlos A. S. Rebelo, and Milan Veljkovic(ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering DOI: 10.1061/AJRUA6.0001081)
AUTHORS: Pedrosa, B; José António Correia ; Rebelo, CAS; Veljkovic, M;
PUBLISHED: 2020, SOURCE: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, VOLUME: 6, ISSUE: 4
AUTHORS: Pedrosa, B; José António Correia ; Rebelo, CAS; Veljkovic, M;
PUBLISHED: 2020, SOURCE: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, VOLUME: 6, ISSUE: 4
INDEXED IN: 
Scopus 
CrossRef
Scopus CrossRef27
TITLE: Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions (vol 6, 10.1061/AJRUA6.0001081, 2020)
AUTHORS: Pedrosa, B; José António Correia ; Rebelo, CAS; Veljkovic, M;
PUBLISHED: 2020, SOURCE: ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, VOLUME: 6, ISSUE: 4
AUTHORS: Pedrosa, B; José António Correia ; Rebelo, CAS; Veljkovic, M;
PUBLISHED: 2020, SOURCE: ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, VOLUME: 6, ISSUE: 4
INDEXED IN: WOS
WOS28
TITLE: Integrierter Hebeprozess für hybride Gittermastrohrtürme der Windenergie Full Text
AUTHORS: Carl Richter; Daniel Pak; Carlos Rebelo; Mohammad Reza Shah Mohammadi;
PUBLISHED: 2020, SOURCE: Stahlbau, VOLUME: 89, ISSUE: 6
AUTHORS: Carl Richter; Daniel Pak; Carlos Rebelo; Mohammad Reza Shah Mohammadi;
PUBLISHED: 2020, SOURCE: Stahlbau, VOLUME: 89, ISSUE: 6
29
TITLE: Ductility-Equivalent Viscous Damping Relationships for Beam-to-Column Partial-Strength Steel Joints Full Text
AUTHORS: Augusto, H; Castro, JM ; Rebelo, C; da Silva, LS;
PUBLISHED: 2019, SOURCE: JOURNAL OF EARTHQUAKE ENGINEERING, VOLUME: 23, ISSUE: 5
AUTHORS: Augusto, H; Castro, JM ; Rebelo, C; da Silva, LS;
PUBLISHED: 2019, SOURCE: JOURNAL OF EARTHQUAKE ENGINEERING, VOLUME: 23, ISSUE: 5
30
TITLE: Fatigue resistance curves for single and double shear riveted joints from old portuguese metallic bridges Full Text
AUTHORS: Bruno Pedrosa; José António Correia ; Carlos Rebelo; Grzegorz Lesiuk; Abilio M P De Jesus ; Antonio A Fernandes ; Duda, M; Rui Calcada ; Milan Veljkovic;
PUBLISHED: 2019, SOURCE: ENGINEERING FAILURE ANALYSIS, VOLUME: 96
AUTHORS: Bruno Pedrosa; José António Correia ; Carlos Rebelo; Grzegorz Lesiuk; Abilio M P De Jesus ; Antonio A Fernandes ; Duda, M; Rui Calcada ; Milan Veljkovic;
PUBLISHED: 2019, SOURCE: ENGINEERING FAILURE ANALYSIS, VOLUME: 96
