Effect of Localized Damages on the Free Vibration Analysis of Civil Structures by Component-Wise Approach

Author:

Cavallo T.1,Pagani A.2,Zappino E.2,Carrera E.3ORCID

Affiliation:

1. Research Assistant, , Dept. of Mechanical and Aerospace Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy.

2. Assistant Professor, , Dept. of Mechanical and Aerospace Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy.

3. Professor, , Dept. of Mechanical and Aerospace Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy (corresponding author). ORCID: Email:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. Allemang R. J. and D. L. Brown. 1982. “A correlation coefficient for modal vector analysis.” In Proc. 1st SEM Int. Modal Analysis Conf. 110–116. Bethel CT.

2. Theory of anisotropic thin-walled closed-cross-section beams

3. Vibration of CFRP cantilever beam with damage

4. A class of two-dimensional theories for multilayered plates analysis;Carrera E.;Atti Accademia delle Scienze di Torino, Memorie Scienze Fisiche,1995

5. Theories and finite elements for multilayered, anisotropic, composite plates and shells

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