Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge

Shijie Wang; Quansheng Sun; Hongshuai Gao

doi:doi:10.11648/j.jccee.20200502.12

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Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge

Shijie Wang, Quansheng Sun, Hongshuai Gao

Published in Journal of Civil, Construction and Environmental Engineering (Volume 5, Issue 2)

Received: 29 April 2020 Accepted: 11 May 2020 Published: 15 May 2020

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Abstract

The strength, stiffness, and stability check calculations and the effect of earthquakes should be considered in the design of cable-stayed arch bridges with collaborative systems. This study aims to investigate the dynamic performance and structural response of cable-stayed arch bridges under seismic action. The space analysis model is enhanced of the Xiang Feng River Bridge using finite element software Midas Civil, whose lower foundation considers the effects of piles and soil. Firstly the vibration period, vibration frequency, and modal characteristics are computed, thus the dynamic performance is summarized of the bridge. Then, a proper seismic wave is selected according to engineering conditions and in terms of three orthogonal directions: inputting the adjusted El Centro seismic wave, considering Rayleigh damping, and calculating via the Newmark method. Furthermore, a time-history response analysis under the action of one-dimensional and multidimensional earthquake is performed. Lastly, the results of the response analysis is compared and the behavior characteristics of arch bridge is summarized under seismic action. The results show that the transverse stability problem of bridges is prominent and should be the focus of antiearthquake fortification, the inclined cable tower of this bridge is not conducive to the earthquake resistance of the structure in comparison with the vertical cable tower. and the influence of horizontal and vertical earthquake actions should be considered in antiearthquake designs.

Published in	Journal of Civil, Construction and Environmental Engineering (Volume 5, Issue 2)
DOI	10.11648/j.jccee.20200502.12
Page(s)	20-34
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2020. Published by Science Publishing Group

Keywords

Cable-stayed Arch Bridge, Dynamic Performance, Anti-earthquake Analysis, Parametric Analysis, Finite Element Analysis

References

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APA Style

Shijie Wang, Quansheng Sun, Hongshuai Gao. (2020). Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge. Journal of Civil, Construction and Environmental Engineering, 5(2), 20-34. https://doi.org/10.11648/j.jccee.20200502.12

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ACS Style

Shijie Wang; Quansheng Sun; Hongshuai Gao. Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge. J. Civ. Constr. Environ. Eng. 2020, 5(2), 20-34. doi: 10.11648/j.jccee.20200502.12

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AMA Style

Shijie Wang, Quansheng Sun, Hongshuai Gao. Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge. J Civ Constr Environ Eng. 2020;5(2):20-34. doi: 10.11648/j.jccee.20200502.12

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@article{10.11648/j.jccee.20200502.12,
  author = {Shijie Wang and Quansheng Sun and Hongshuai Gao},
  title = {Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {5},
  number = {2},
  pages = {20-34},
  doi = {10.11648/j.jccee.20200502.12},
  url = {https://doi.org/10.11648/j.jccee.20200502.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20200502.12},
  abstract = {The strength, stiffness, and stability check calculations and the effect of earthquakes should be considered in the design of cable-stayed arch bridges with collaborative systems. This study aims to investigate the dynamic performance and structural response of cable-stayed arch bridges under seismic action. The space analysis model is enhanced of the Xiang Feng River Bridge using finite element software Midas Civil, whose lower foundation considers the effects of piles and soil. Firstly the vibration period, vibration frequency, and modal characteristics are computed, thus the dynamic performance is summarized of the bridge. Then, a proper seismic wave is selected according to engineering conditions and in terms of three orthogonal directions: inputting the adjusted El Centro seismic wave, considering Rayleigh damping, and calculating via the Newmark method. Furthermore, a time-history response analysis under the action of one-dimensional and multidimensional earthquake is performed. Lastly, the results of the response analysis is compared and the behavior characteristics of arch bridge is summarized under seismic action. The results show that the transverse stability problem of bridges is prominent and should be the focus of antiearthquake fortification, the inclined cable tower of this bridge is not conducive to the earthquake resistance of the structure in comparison with the vertical cable tower. and the influence of horizontal and vertical earthquake actions should be considered in antiearthquake designs.},
 year = {2020}
}

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TY  - JOUR
T1  - Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge
AU  - Shijie Wang
AU  - Quansheng Sun
AU  - Hongshuai Gao
Y1  - 2020/05/15
PY  - 2020
N1  - https://doi.org/10.11648/j.jccee.20200502.12
DO  - 10.11648/j.jccee.20200502.12
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 20
EP  - 34
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20200502.12
AB  - The strength, stiffness, and stability check calculations and the effect of earthquakes should be considered in the design of cable-stayed arch bridges with collaborative systems. This study aims to investigate the dynamic performance and structural response of cable-stayed arch bridges under seismic action. The space analysis model is enhanced of the Xiang Feng River Bridge using finite element software Midas Civil, whose lower foundation considers the effects of piles and soil. Firstly the vibration period, vibration frequency, and modal characteristics are computed, thus the dynamic performance is summarized of the bridge. Then, a proper seismic wave is selected according to engineering conditions and in terms of three orthogonal directions: inputting the adjusted El Centro seismic wave, considering Rayleigh damping, and calculating via the Newmark method. Furthermore, a time-history response analysis under the action of one-dimensional and multidimensional earthquake is performed. Lastly, the results of the response analysis is compared and the behavior characteristics of arch bridge is summarized under seismic action. The results show that the transverse stability problem of bridges is prominent and should be the focus of antiearthquake fortification, the inclined cable tower of this bridge is not conducive to the earthquake resistance of the structure in comparison with the vertical cable tower. and the influence of horizontal and vertical earthquake actions should be considered in antiearthquake designs.
VL  - 5
IS  - 2
ER  -

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Author Information

Shijie Wang

School of Civil Engineering, Northeast Forestry University, Harbin, China
Quansheng Sun

School of Civil Engineering, Northeast Forestry University, Harbin, China
Hongshuai Gao

School of Civil Engineering, Northeast Forestry University, Harbin, China

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Plain Text BibTeX RIS

APA Style

Shijie Wang, Quansheng Sun, Hongshuai Gao. (2020). Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge. Journal of Civil, Construction and Environmental Engineering, 5(2), 20-34. https://doi.org/10.11648/j.jccee.20200502.12

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ACS Style

Shijie Wang; Quansheng Sun; Hongshuai Gao. Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge. J. Civ. Constr. Environ. Eng. 2020, 5(2), 20-34. doi: 10.11648/j.jccee.20200502.12

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AMA Style

Shijie Wang, Quansheng Sun, Hongshuai Gao. Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge. J Civ Constr Environ Eng. 2020;5(2):20-34. doi: 10.11648/j.jccee.20200502.12

Copy | Download

@article{10.11648/j.jccee.20200502.12,
  author = {Shijie Wang and Quansheng Sun and Hongshuai Gao},
  title = {Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge},
  journal = {Journal of Civil, Construction and Environmental Engineering},
  volume = {5},
  number = {2},
  pages = {20-34},
  doi = {10.11648/j.jccee.20200502.12},
  url = {https://doi.org/10.11648/j.jccee.20200502.12},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20200502.12},
  abstract = {The strength, stiffness, and stability check calculations and the effect of earthquakes should be considered in the design of cable-stayed arch bridges with collaborative systems. This study aims to investigate the dynamic performance and structural response of cable-stayed arch bridges under seismic action. The space analysis model is enhanced of the Xiang Feng River Bridge using finite element software Midas Civil, whose lower foundation considers the effects of piles and soil. Firstly the vibration period, vibration frequency, and modal characteristics are computed, thus the dynamic performance is summarized of the bridge. Then, a proper seismic wave is selected according to engineering conditions and in terms of three orthogonal directions: inputting the adjusted El Centro seismic wave, considering Rayleigh damping, and calculating via the Newmark method. Furthermore, a time-history response analysis under the action of one-dimensional and multidimensional earthquake is performed. Lastly, the results of the response analysis is compared and the behavior characteristics of arch bridge is summarized under seismic action. The results show that the transverse stability problem of bridges is prominent and should be the focus of antiearthquake fortification, the inclined cable tower of this bridge is not conducive to the earthquake resistance of the structure in comparison with the vertical cable tower. and the influence of horizontal and vertical earthquake actions should be considered in antiearthquake designs.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Dynamic Performance and Anti-earthquake Analysis of Cable-stayed Arch Bridge
AU  - Shijie Wang
AU  - Quansheng Sun
AU  - Hongshuai Gao
Y1  - 2020/05/15
PY  - 2020
N1  - https://doi.org/10.11648/j.jccee.20200502.12
DO  - 10.11648/j.jccee.20200502.12
T2  - Journal of Civil, Construction and Environmental Engineering
JF  - Journal of Civil, Construction and Environmental Engineering
JO  - Journal of Civil, Construction and Environmental Engineering
SP  - 20
EP  - 34
PB  - Science Publishing Group
SN  - 2637-3890
UR  - https://doi.org/10.11648/j.jccee.20200502.12
AB  - The strength, stiffness, and stability check calculations and the effect of earthquakes should be considered in the design of cable-stayed arch bridges with collaborative systems. This study aims to investigate the dynamic performance and structural response of cable-stayed arch bridges under seismic action. The space analysis model is enhanced of the Xiang Feng River Bridge using finite element software Midas Civil, whose lower foundation considers the effects of piles and soil. Firstly the vibration period, vibration frequency, and modal characteristics are computed, thus the dynamic performance is summarized of the bridge. Then, a proper seismic wave is selected according to engineering conditions and in terms of three orthogonal directions: inputting the adjusted El Centro seismic wave, considering Rayleigh damping, and calculating via the Newmark method. Furthermore, a time-history response analysis under the action of one-dimensional and multidimensional earthquake is performed. Lastly, the results of the response analysis is compared and the behavior characteristics of arch bridge is summarized under seismic action. The results show that the transverse stability problem of bridges is prominent and should be the focus of antiearthquake fortification, the inclined cable tower of this bridge is not conducive to the earthquake resistance of the structure in comparison with the vertical cable tower. and the influence of horizontal and vertical earthquake actions should be considered in antiearthquake designs.
VL  - 5
IS  - 2
ER  -

Copy | Download