Modal Testing, Finite-Element Model Updating, and Dynamic Analysis of an Arch Type Steel Footbridge

Author:

Bayraktar Alemdar1222,Altunişik Ahmet Can1222,Sevim Barış1222,Türker Temel1222

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

Reference36 articles.

1. Vibration studies and tests of a suspension bridge

2. Vibration Problems in Structures

3. Modal testing and finite element model calibration of an arch type steel footbridge

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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