Finite-Element Analysis and Vibration Testing of a Two-Span Masonry Arch Bridge-Reference-Cited by-同舟云学术

Finite-Element Analysis and Vibration Testing of a Two-Span Masonry Arch Bridge

Published:2010-02 Issue:1 Volume:24 Page:46-52
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bayraktar Alemdar¹²²²²,Altunişik Ahmet Can¹²²²²,Birinci Fatma¹²²²²,Sevim Barış¹²²²²,Türker Temel¹²²²²

Affiliation:

1. Professor, Dept. of Civil Engineering, Karadeniz Technical Univ., 61080 Trabzon, Turkey (corresponding author).

2. Research Assistant, Dept. of Civil Engineering, Karadeniz Technical Univ., 61080 Trabzon, 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.1943-5509.0000060

Reference26 articles.

1. Modal Analysis, Experimental Validation, and Calibration of a Historical Masonry Minaret

2. Bayraktar A. Altunışık A. C. Türker T. and Sevim B. (2007). “The model updating of historical masonry bridges using operational modal analysis method.” Proc. Symp. on 1st Reinforcement and Transfer into the Future of Historical Structures Turkish Chamber of Civil Engineers Sept. 27–29 Ankara Turkey 429–440.

3. Bayraktar A. Sevim B. Altunisik A. C. Türker T. and Adanur S. (2008b). “Determination of blast vibration effects on the dynamic behaviour of the highway bridges using modal testing.” Proc. 8th Int. Congress on Advances in Civil Engineering Eastern Mediterranean Univ. Famagusta North Cyprus 557–565.

4. Experimental identification of a multi-span masonry bridge: The Tanaro Bridge

5. Brincker R. Zhang L. and Andersen P. (2000). “Modal identification from ambient responses using frequency domain decomposition.” Proc. 18th Int. Modal Analysis Conf. Society for Experimental Mechanics Inc. Bethel Feb. San Antonio Tex. 625–630.

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