Temperature-induced deflection separation based on bridge deflection data using the TVFEMD-PE-KLD method-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Temperature-induced deflection separation based on bridge deflection data using the TVFEMD-PE-KLD method

Published:2023-02-01 Issue:2-3 Volume:13 Page:781-797
ISSN:2190-5452
Container-title:Journal of Civil Structural Health Monitoring
language:en
Short-container-title:J Civil Struct Health Monit

Author:

Li Shuangjiang,Xin Jingzhou^ORCID,Jiang Yan,Wang Chengwei,Zhou Jianting,Yang Xianyi

Funder

Natural Science Foundation of China

Chongqing Technology Innovation and Application Development Special Key Project

Chongqing Transportation Science and Technology Project

China Postdoctoral Science Foundation

Special Funding of Chongqing Postdoctoral Research Project

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13349-023-00679-4.pdf

Reference48 articles.

1. Xin J, Jiang Y, Zhou J et al (2022) Bridge deformation prediction based on SHM data using improved VMD and conditional KDE. Eng Struct 261:114285. https://doi.org/10.1016/j.engstruct.2022.114285

2. Zhang H, Li H, Zhou J, et al (2023) A multi-dimensional evaluation of wire breakage in bridge cable based on self-magnetic flux leakage signals. J Magn Magn Mater 566:170321. https://doi.org/10.1016/j.jmmm.2022.170321

3. Jiang Y, Hui Y, Wang Y, et al (2023) A novel eigenvalue-based iterative simulation method for multi-dimensional homogeneous non-Gaussian stochastic vector fields. Struct Saf 100:102290. https://doi.org/10.1016/j.strusafe.2022.102290

4. Zhang S, Zhou J, Zhang H et al (2021) Influence of cable tension history on the monitoring of cable tension using magnetoelastic inductance method. Struct Health Monit 20:3392–3405. https://doi.org/10.1177/14759217209879

5. Zhou L, Chen L, Xia Y et al (2020) Temperature-induced structural static responses of a long-span steel box girder suspension bridge. J Zhejiang Univ-Sci A 21(7):580–592. https://doi.org/10.1631/jzus.a1900490

Cited by 36 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. An accurate and low-cost vehicle-induced deflection prediction framework for long-span bridges using deep learning and monitoring data;Engineering Structures;2024-07

2. Performance Prediction for Steel Bridges Using SHM Data and Bayesian Dynamic Regression Linear Model: A Novel Approach;Journal of Bridge Engineering;2024-07

3. Early Warning for Continuous Rigid Frame Bridges Based on Nonlinear Modeling for Temperature-Induced Deflection;Sensors;2024-06-02

4. A novel hybrid model for bridge dynamic early warning using LSTM-EM-GMM;Advances in Bridge Engineering;2024-04-01

5. Identification and Diagnosis of Bridge Structural Damage Based on Static Test Data;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-03-13

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3