An Efficient Damage Identification Method for Simply Supported Beams Based on Strain Energy Information Entropy
Author:
Affiliation:
1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
2. College of Civil Engineering, Anhui Jianzhu University, Hefei 230601, China
3. Zhejiang Zhongnan Curtain Wall Co, Ltd, Hangzhou 310052, China
Abstract
Funder
Key Natural Science Project of Anhui Provincial Education Department
Publisher
Hindawi Limited
Subject
General Engineering,General Materials Science
Link
http://downloads.hindawi.com/journals/amse/2020/9283949.pdf
Reference32 articles.
1. Short to Medium Span Precast Prestressed Concrete Bridges in Japan
2. Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys
3. Experimental validation of optimized ultra-high-performance concrete shear key shape for precast pre-stressed adjacent box girder bridges
4. Performance of Full-Depth Shear Keys in Adjacent Prestressed Box Beam Bridges
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