System Identification of a Six-Span Steel Railway Bridge Using Ambient Vibration Measurements at Different Temperature Conditions-Reference-Cited by-同舟云学术

System Identification of a Six-Span Steel Railway Bridge Using Ambient Vibration Measurements at Different Temperature Conditions

Published:2019-04 Issue:2 Volume:33 Page:04019001
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Ozcelik Ozgur¹^ORCID,Yormaz Doruk²,Amaddeo Carmen³,Girgin Ozgur⁴,Kahraman Serap⁵

Affiliation:

1. Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093; Associate Professor, Dept. of Civil Engineering, Dokuz Eylul Univ., Buca, Izmir 35390, Turkey (corresponding author). ORCID: .

2. Civil Engineer, Turkish State Railroads Agency, Ataturk Cd. 121B, Izmir 35220, Turkey.

3. Assistant Professor, Dept. of Civil Engineering, Izmir Univ. of Economics, Sakarya Cd., 156, Izmir 35330, Turkey.

4. M.Sc. Student, Dept. of Civil Engineering, Dokuz Eylul Univ., Buca, Izmir 35390, Turkey.

5. Professor, Dept. of Civil Engineering, Dokuz Eylul Univ., Buca, Izmir 35390, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001260

Reference16 articles.

1. Akın T. 2012. “Structural monitoring and analysis of steel truss railroad bridges.” M.Sc. thesis Dept. of Civil Engineering Middle East Technical Univ.

2. Allemang R. J. and D. L. Brown. 1982. “A correlation coefficient for modal vector analysis.” In Proc. 1st Int. Modal Analysis Conf. (IMAC I). Orlando FL: SEM.

3. Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge

4. Assessment of vibration-based damage identification techniques

5. Modal identification of output-only systems using frequency domain decomposition

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