Modeling of Temperature Time-Lag Effect for Concrete Box-Girder Bridges

It is common to assume the relationship between temperature and temperature response is instantaneous in bridge health monitoring systems. However, a time-lag effect between temperature and thermal strain response has been documented by the analysis of monitored field data of concrete box-girder s....

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Autores principales:	Kang Yang, Youliang Ding, Peng Sun, Hanwei Zhao, Fangfang Geng
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	MDPI AG 2019-08-01
Colección:	Applied Sciences
Materias:	structural health monitoring temperature effects time-lag effect Fourier series expansion box-girder bridges
Acceso en línea:	https://www.mdpi.com/2076-3417/9/16/3255
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