Modeling and forecasting of temperature-induced strain of a long-span bridge using an improved Bayesian dynamic linear model-Reference-Cited by-同舟云学术

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Modeling and forecasting of temperature-induced strain of a long-span bridge using an improved Bayesian dynamic linear model

Published:2019-08 Issue: Volume:192 Page:220-232
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Hao,Zhang Yi-Ming,Mao Jian-Xiao,Wan Hua-Ping,Tao Tian-You,Zhu Qing-Xin

Funder

National Basic Research Program of China

National Natural Science Foundation of China

National Ten Thousand Talent Program for Young Top-Notch Talents

Jiangsu Key R & D Plan

Jiangsu Transportation Scientific Research Project

Jiangsu Health Monitoring Data Center for Long-Span Bridges

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference56 articles.

1. Correlating modal properties with temperature using long-term monitoring data and support vector machine technique;Ni;Eng Struct,2005

2. Structural health monitoring in mainland China: review and future trends;Ou;Struct Health Monitor,2010

3. Making good use of structural health monitoring systems of long-span cable-supported bridges;Xu;J Civ Struct Health Monit,2018

4. Measurement of wind effects on a kilometer-level cable-stayed bridge during Typhoon Haikui;Wang;J Struct Eng,2018

5. Damage detection strategy using strain-mode residual trends for long-span bridges;Xu;J Comput Civil Eng,2013

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