Fatigue Assessment of Critical Connections in a Historic Eyebar Suspension Bridge

Author:

Liu Zhongxiang1,Hebdon Matthew H.2,Correia José A. F. O.3,Carvalho Hermes4,Vilela Paula M. L.5,de Jesus Abilio M. P.6,Calçada Rui A. B.7

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, P. R. China (corresponding author).

2. Assistant Professor, Charles E. Via Jr. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

3. Assistant Researcher, CONSTRUCT/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal.

4. Associate Professor, Dept. of Structural Engineering, Federal Univ. of Minas Gerais, Belo Horizonte, MG 31270-901, Brazil.

5. Ph.D. Candidate, Dept. of Structural Engineering, Federal Univ. of Minas Gerais, Belo Horizonte, MG 31270-901, Brazil.

6. Assistant Professor, Institute of Science and Innovation in Mechanical and Industrial Engineering/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal.

7. Full Professor, CONSTRUCT/Faculty of Engineering, Univ. of Porto, 4200-465 Porto, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Brincker R. P. Andersen and N. J. Jacobsen. 2007. “Automated frequency domain decomposition for operational modal analysis.” In Proc. 25th SEM Int. Modal Analysis Conf. 7. Fairfield County CT: Society for Experimental Mechanics.

2. Carvalho H. 2015. “Rehabilitation of the Hercilio Luz Bridge.” In Proc. X Congress of Metallic and Mixed Construct. Conf. Coimbra Portugal: Portuguese Association of Metallic and Mixed Construction.

3. The Challenges of Rehabilitating the Hercilio Luz Suspension Bridge

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