Fine Temperature Effect Analysis–Based Time-Varying Dynamic Properties Evaluation of Long-Span Suspension Bridges in Natural Environments-Reference-Cited by-同舟云学术

Fine Temperature Effect Analysis–Based Time-Varying Dynamic Properties Evaluation of Long-Span Suspension Bridges in Natural Environments

Published:2018-10 Issue:10 Volume:23 Page:04018075
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Meng Qingling¹,Zhu Jinsong²

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Tianjin Univ., Tianjin 300072, People’s Republic of China.

2. Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, School of Civil Engineering, Tianjin Univ., Tianjin 300072, People’s Republic of China (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.1943-5592.0001279

Reference39 articles.

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4. Modal parameter identification of Tsing Ma suspension bridge under Typhoon Victor: EMD-HT method

5. Cheynet E. J. Snæbjörnsson and J. B. Jakobsen. 2017. “Temperature effects on the modal properties of a suspension bridge.” In Vol. 2 of Proc. 35th IMAC Conf. and Exposition Structural Dynamics 2017: Dynamics of Civil Structures edited by J. Caicedo and S. Pakzad 87–93. Basel Switzerland: Springer International Publishing AG.

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