Vibration-Based Damage Detection of Bridges under Varying Temperature Effects Using Time-Series Analysis and Artificial Neural Networks-Reference-Cited by-同舟云学术

Vibration-Based Damage Detection of Bridges under Varying Temperature Effects Using Time-Series Analysis and Artificial Neural Networks

Published:2017-10 Issue:10 Volume:22 Page:04017065
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kostić Branislav¹,Gül Mustafa²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001085

Reference57 articles.

1. Alampalli S. (1998). “Influence of in-service environment on modal parameters.” Proc. 16th Annual International Modal Analysis Conference International Society for Optics and Photonics Bellingham WA 111–116.

2. An experimental study on the effect of temperature on piezoelectric sensors for impedance-based structural health monitoring;Baptista F. G.;Sensors,2014

3. Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders

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