Challenges in the Application of Stochastic Modal Identification Methods to a Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Challenges in the Application of Stochastic Modal Identification Methods to a Cable-Stayed Bridge

Author:

Magalhães Filipe¹²³,Caetano Elsa¹²³,Cunha Álvaro¹²³

Affiliation:

1. Assistant, Faculty of Engineering of Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal. E-mail: filipema@fe.up.pt

2. Associate Professor, Faculty of Engineering of Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal. E-mail: ecaetano@fe.up.pt

3. Full Professor, Faculty of Engineering of Univ. of Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal. E-mail: acunha@fe.up.pt

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference28 articles.

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2. Allemang R. J. and Brown D. L. (1982). A correlation coefficient for modal vector analysis IMAC I Orlando Fla.

3. Andersen P. (1997). “Identification of civil engineering structures using vector ARMA models.” Ph.D. thesis Aalborg Univ. Aalborg Denmark.

4. Asmussen J. C. (1997). “Modal analysis based on the random decrement technique.” Ph.D. thesis Aalborg Univ. Aalborg Denmark.

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