Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study-Reference-Cited by-同舟云学术

Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study

Published:2021-06 Issue:6 Volume:26 Page:05021004
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yue Zi-xiang¹,Ding You-liang²^ORCID,Zhao Han-wei³^ORCID

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

2. Professor, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: .

3. Assistant Professor, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. ORCID: .

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.1943-5592.0001716

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2. Elimination of environmental temperature effect from the variation of stay cable force based on simple temperature measurements;Chen C. C.;Smart Struct. Syst.,2017

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