Scour Depth Determination of Bridge Piers Based on Time-Varying Modal Parameters: Application to Hangzhou Bay Bridge-Reference-Cited by-同舟云学术

Scour Depth Determination of Bridge Piers Based on Time-Varying Modal Parameters: Application to Hangzhou Bay Bridge

Published:2017-12 Issue:12 Volume:22 Page:04017107
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Shunlong¹,He Shaoyang²,Li Hui³,Jin Yao²

Affiliation:

1. Associate Professor, Key Lab of Intelligent Disaster Mitigation of the Ministry of Industrial and Information Technology and Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China (corresponding author).

2. Engineer, CCCC Highway Consultants CO., Ltd. (HPDI), Beijing 100088, China.

3. Professor, Key Lab of Intelligent Disaster Mitigation of the Ministry of Industrial and Information Technology and Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China.

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.1943-5592.0001154

Reference34 articles.

1. Anderson I. (2015). “Multivariate feature selection for predicting scour-related bridge damage using a genetic algorithm.” Proc. 2015 Fall Meeting of American Geophysical Union American Geophysical Union Washington DC.

2. Modal identification of output-only systems using frequency domain decomposition

3. Bridge Scour: Prediction, Modeling, Monitoring, and Countermeasures—Review

4. Elsaid A. H. E. (2012). “Vibration based damage detection of scour in coastal bridges.” Ph.D. thesis Dept. of Civil Engineering North Carolina State Univ. Raleigh NC.

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