Modal Testing, Finite-Element Model Updating, and Dynamic Analysis of an Arch Type Steel Footbridge
Author:
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%290887-3828%282009%2923%3A2%2881%29
Reference36 articles.
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4. Bayraktar A. Altunışık A. C. Türker T. and Sevim B. (2007b). “The determination of earthquake safety of historical masonry minarets by operational modal analysis.” Proc. Symp. 1st Reinforcement and Transfer into the Future of Historical Structures Turkish Chamber of Civil Engineers Ankara Turkey 415–428.
5. Bayraktar A. Altunışık A. C. Türker T. and Sevim B. (2007c). “The model updating of historical masonry bridges using operational modal analysis method.” Proc. Symp. 1st Reinforcement and Transfer into the Future of Historical Structures Turkish Chamber of Civil Engineers Ankara Turkey 429–440.
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