Analytical formulation of the temperature-induced deformation of multispan suspension bridges

Yi Zhou; Yong Xia; Zhen Sun; Yozo Fujino

doi:10.1002/stc.2937

Analytical formulation of the temperature-induced deformation of multispan suspension bridges

Yi Zhou, Yong Xia, Zhen Sun, Yozo Fujino

Research output: Journal article publication › Journal article › Academic research › peer-review

12 Citations (Scopus)

Abstract

This study proposes analytical formulas of the temperature-induced displacements that can be applied to general suspension bridges with any number of spans. The analytical formulas take account of the tower lateral stiffness and the elastic deformation of cables caused by the tension changes, which have not been studied in previous studies. The derived formulas are validated by the field monitoring data of the four-span Maanshan Yangtze River Bridge. A succinct unified one-dimensional formula is further derived for practical use. This study enables engineers to better understand the behaviour of suspension bridges and to predict the thermal deformation in a simple, generalized way.

Original language	English
Article number	e2937
Journal	Structural Control and Health Monitoring
Volume	29
Issue number	6
DOIs	https://doi.org/10.1002/stc.2937
Publication status	Published - Jun 2022

Keywords

analytical model
cable elastic deformation
multispan suspension bridge
sag effect
thermal deformation

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Mechanics of Materials

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10.1002/stc.2937

Cite this

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title = "Analytical formulation of the temperature-induced deformation of multispan suspension bridges",

abstract = "This study proposes analytical formulas of the temperature-induced displacements that can be applied to general suspension bridges with any number of spans. The analytical formulas take account of the tower lateral stiffness and the elastic deformation of cables caused by the tension changes, which have not been studied in previous studies. The derived formulas are validated by the field monitoring data of the four-span Maanshan Yangtze River Bridge. A succinct unified one-dimensional formula is further derived for practical use. This study enables engineers to better understand the behaviour of suspension bridges and to predict the thermal deformation in a simple, generalized way.",

keywords = "analytical model, cable elastic deformation, multispan suspension bridge, sag effect, thermal deformation",

author = "Yi Zhou and Yong Xia and Zhen Sun and Yozo Fujino",

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AU - Zhou, Yi

AU - Xia, Yong

AU - Sun, Zhen

AU - Fujino, Yozo

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PY - 2022/6

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N2 - This study proposes analytical formulas of the temperature-induced displacements that can be applied to general suspension bridges with any number of spans. The analytical formulas take account of the tower lateral stiffness and the elastic deformation of cables caused by the tension changes, which have not been studied in previous studies. The derived formulas are validated by the field monitoring data of the four-span Maanshan Yangtze River Bridge. A succinct unified one-dimensional formula is further derived for practical use. This study enables engineers to better understand the behaviour of suspension bridges and to predict the thermal deformation in a simple, generalized way.

AB - This study proposes analytical formulas of the temperature-induced displacements that can be applied to general suspension bridges with any number of spans. The analytical formulas take account of the tower lateral stiffness and the elastic deformation of cables caused by the tension changes, which have not been studied in previous studies. The derived formulas are validated by the field monitoring data of the four-span Maanshan Yangtze River Bridge. A succinct unified one-dimensional formula is further derived for practical use. This study enables engineers to better understand the behaviour of suspension bridges and to predict the thermal deformation in a simple, generalized way.

KW - analytical model

KW - cable elastic deformation

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KW - sag effect

KW - thermal deformation

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DO - 10.1002/stc.2937

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Analytical formulation of the temperature-induced deformation of multispan suspension bridges

Abstract

Keywords

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