Technical Papers
May 25, 2018

Novel Technique for Configuration Transformation of 3D Curved Cables of Suspension Bridges: Application to the Dongtiao River Bridge

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 4

Abstract

Configuration transformation is an important issue during the construction stage of spatial suspension bridges with three-dimensional (3D) curved cables. Without fully considering this issue, the hangers could rub or interfere due to contact with the cable duct at the connection of the cable and girder, which can cause damage to the hangers and hamper the construction procedure. A novel technique using lateral bracing members (LBMs) was proposed to aid the configuration transformation during the construction stage of suspension bridges. The lateral displacement and rotation angle were investigated to ensure safety during the construction process. Limitations of the conventional configuration transformation techniques were acknowledged. To demonstrate its capability, the proposed technique was applied to a suspension bridge, the Dongtiao River Bridge, located in Huzhou, China. Based on the results, it was concluded that the LBMs can provide an efficient, reliable, and economical solution to aid configuration transformation of 3D curved cables of suspension bridges during the construction stage.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was supported by the Natural Science Basic Research Program of Shaanxi Province for Young Scholars (Grant No. 2017JQ5013) and the Fundamental Research Funds for the Central Universities of Ministry of Education of China (Grant No. 310821172006). The first author is also grateful for the information provided by Mr. Chengshu Wang of Traffic Planning and Design Institute of Zhejiang Province and to Mr. Yuanxiao Xu of CCCC Second Harbour Engineering Co. in China.

References

Cho, C.-Y., S.-W. Lee, S.-Y. Park, and M. Lee. 2001. “Yongjong self-anchored suspension bridge.” Struct. Eng. Int. 11 (1): 21–23.
CSCEC-6th-Bureau. 2016. “Songyuan Tianhe bridge completed and opened to traffic.” Accessed November 10, 2016. https://v.qq.com/x/page/w0358s1ud9y.html.
Gil, H. 2001. “Cable erection of spatial self-anchored suspension bridge.” In Proc., IABSE Symp. Rep., Int. Association for Bridge and Structural Engineering, 17–24. Seoul, South Korea: Korean group of IABSE and Korea highway corporation.
Gil, H., and Y. Choi. 2001. “Cable erection test at pylon saddle for spatial suspension bridge.” J. Bridge Eng. 6 (3): 183–188. https://doi.org/10.1061/(ASCE)1084-0702(2001)6:3(183).
Gil, H., and Y. Choi. 2002. “Cable erection test at splay band for spatial suspension bridge.” J. Bridge Eng. 7 (5): 300–307. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:5(300).
Han, Z., P. Yang, R. Zhang, J. Huang, and W. Li. 2008. “Research and development of rotatable cable clamps for Fumin Bridge in Tianjin.” [In Chinese.] Bridge Constr. 2008 (5): 12–14.
Huang, X., W. Wang, and L. Gong. 2017. “Key technology for construction of main structure of North Branch of Tianhe bridge in Songyuan.” [In Chinese.] World Bridge 45 (3): 20–24.
Ke, H., C. Li, Y. Zhang, and C. Dong. 2010. “System transformation program and control principles of suspender tension for a self-anchored suspension bridge with two towers and large transverse inclination spatial cables.” [In Chinese.] China Civ. Eng. J. 11 (3): 94–101.
Kim, H.-K., M.-J. Lee, and S.-P. Chang. 2002. “Non-linear shape-finding analysis of a self-anchored suspension bridge.” Eng. Struct. 24 (12): 1547–1559.
Kim, H.-K., M.-J. Lee, and S.-P. Chang. 2006. “Determination of hanger installation procedure for a self-anchored suspension bridge.” Eng. Struct. 28 (7): 959–976.
Li, C., X. Tang, and G. Xiang. 2010. “Fatigue crack growth of cable steel wires in a suspension bridge: Multiscaling and mesoscopic fracture mechanics.” Theor. Appl. Fract. Mech. 53 (2): 113–126.
Li, J., A. Li, and M. Q. Feng. 2013. “Sensitivity and reliability analysis of a self-anchored suspension bridge.” J. Bridge Eng. 18 (8): 703–711. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000424.
Mei, K., Y. Li, and Z. Lu. 2015. “Application study on the first cable-stayed bridge with CFRP cables in China.” J. Traffic Transp. Eng. (English Edition) 2 (4): 242–248.
MingHao-Technology. 2016. “SongyuanTianhe bridge in Jilin Province.” Accessed December 24, 2016. https://v.qq.com/x/page/w0358s1ud9y.html.
Nader, M., G. Baker, J. Duxbury, and B. Maroney. 2013. “Fabrication and construction of self anchored san francisco oakland bay suspension bridge.” In Proc., Durability of Bridge Structures: Proc., 7th New York City Bridge Conf., 26–27. Leiden, Netherlands: CRC Press/A.A. Balkema.
Nie, J., M. Tao, and J. Fan. 2011. “Research on cable anchorage systems for self-anchored suspension bridges with steel box girders.” J. Bridge Eng. 16 (5): 633–643. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000190.
Sun, J., R. Manzanarez, and M. Nader. 2002. “Design of looping cable anchorage system for new San Francisco-Oakland Bay Bridge main suspension span.” J. Bridge Eng. 7 (6): 315–324. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:6(315).
Sun, J., R. Manzanarez, and M. Nader. 2004. “Suspension cable design of the New San Francisco-Oakland Bay Bridge.” J. Bridge Eng. 9 (1): 101–106. https://doi.org/10.1061/(ASCE)1084-0702(2004)9:1(101).
Sun, Y., H.-P. Zhu, and D. Xu. 2015. “New method for shape finding of self-anchored suspension bridges with three-dimensionally curved cables.” J. Bridge Eng. 20 (2): 04014063. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000642.
Sun, Y., H.-P. Zhu, and D. Xu. 2016. “A specific rod model based efficient analysis and design of hanger installation for self-anchored suspension bridges with 3D curved cables.” Eng. Struct. 110: 184–208.
Wang, X., C. Wang, M. Zhang, Y. Xu, and X. Lei. 2018. “Innovative design and construction process for a self-anchored suspension and cable-stayed cooperation bridge in China.” Struct. Eng. Int. 28 (2): 178–184.
Wu, B., X. Li, D. Li, G. Zheng, and L. Xu. 2008. “Spatial large angle and long adjustable amount hangers and their application to Fumin Bridge in Tianjin.” [In Chinese.] Bridge Constr. 2008 (5): 78–81.
Xiong, C., H. Lu, and J. Zhu. 2017. “Operational modal analysis of bridge structures with data from GNSS/accelerometer measurements.” Sensors 17 (3): 436. https://doi.org/10.3390/s17030436.
Xu, F., M. Zhang, L. Wang, and Z. Zhang. 2017. “Self-anchored suspension bridges in China.” Pract. Period. Struct. Des. Constr. 22 (1): 04016018. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000304.
Yoon, M., H. Shin, and Y. Son. 2001. “The construction of the Youngjong grand bridge (self anchored suspension bridge).” In Proc., IABSE Symp. Rep., Int. Association for Bridge and Structural Engineering, 50–57. Seoul, South Korea: Korean group of IABSE and Korea highway corporation.
Zhang, J., A. Liu, Z. J. Ma, H. Huang, L. Mei, and Y. Li. 2013. “Behavior of self-anchored suspension bridges in the structural system transformation.” J. Bridge Eng. 18 (8): 712–721. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000422.
Zhang, Z., J. Zhang, W. Hao, J. Dai, and Y. Shen. 2010. “Hangzhou Jiangdong bridge designed as a spatial self-anchored suspension bridge, China.” Struct. Eng. Int. 20 (3): 303–307.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 4August 2018

History

Received: Aug 18, 2017
Accepted: Jan 30, 2018
Published online: May 25, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 25, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Key Laboratory for Bridge and Tunnel of Shannxi Province, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: https://orcid.org/0000-0001-7392-1191. Email: [email protected]
Dan M. Frangopol, Dist.M.ASCE [email protected]
Professor and the Fazlur R. Khan Endowed Chair of Structural Engineering and Architecture, Dept. of Civil and Environmental Engineering, ATLSS Engineering Research Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729. Email: [email protected]
You Dong, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China. Email: [email protected]
Xiaoming Lei [email protected]
Ph.D. Student, Bridge Dept., Tongji Univ., Shanghai 200092, China. Email: [email protected]
Yufeng Zhang [email protected]
Graduate Student, Key Laboratory for Bridge and Tunnel of Shannxi Province, Chang’an Univ., Xi’an 710064, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share