Dynamic Modal Identification of a Long-Span Suspension Bridge Using Measured Acceleration Data during a Storm

Author:

Çetindemir Oğuzhan1ORCID,Zülfikar Abdullah Can2ORCID,Apaydın Nurdan Memişoğlu3ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Gebze Technical Univ., 41400 Gebze, Kocaeli, Turkey (corresponding author). ORCID: .

2. Disaster Management Institute, Istanbul Technical Univ., 34469 Istanbul, Turkey. ORCID: .

3. Full Professor, Dept. of Civil Engineering, Istanbul Univ.-Cerrahpasa, 34320 Avcılar, Istanbul, Turkey. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference51 articles.

1. Andersen P. 1997. “Identification of civil engineering structures using vector ARMA models.” Ph.D. thesis Dept. of Building Technology and Structural Engineering Aalborg Univ.

2. Andersen P. 2010. “Technical paper on stochastic subspace identification techniques.” Accessed April 25 2023. https://svibs.com/.

3. Apaydin N. 2002. “Seismic analysis of Fatih Sultan Mehmet suspension bridge.” Ph.D. thesis Dept. of Earthquake Engineering Bogazici Univ.

4. Structural Vibration Monitoring System for the Bosporus Suspension Bridges

5. A new mathematical explanation of what triggered the catastrophic torsional mode of the Tacoma Narrows Bridge

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