AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (2.5 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline

Discussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower

Jiyan Zheng1( )Weisheng Wang1Minru Zhao2Qianqian Lei2Lijia Wang2
China Design Group Co., Ltd, Nanjing Jiangsu 210014, China
School of Civil Engineering, Southeast University Nanjing Jiangsu 211189, China
Show Author Information

Abstract

In this paper, the combined tower structure system of the super long-span curved cable-stayed bridge is composed of the univalent hyperboloid bridge tower, the bowl shaped thin-wall shell podium and the circular sightseeing platform plate. The sightseeing tower and the cable-stayed bridge tower in the scenic spot are two in one. The sightseeing tower improves the vertical stiffness of the super long-span pedestrian landscape curved cable-stayed bridge. The bowl shaped thin-walled shell podium can effectively limit the torsional deformation of the curved cable-stayed bridge deck. Combination 2 ×150m curved cable-stayed bridge, Midas finite element model is established to verify the scientific rationality of the super long-span pedestrian landscape curved cable-stayed bridge with sightseeing tower.

References

【1】
【1】
 
 
Journal of Highway and Transportation Research and Development (English Edition)
Pages 34-40

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
Zheng J, Wang W, Zhao M, et al. Discussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower. Journal of Highway and Transportation Research and Development (English Edition), 2022, 16(3): 34-40. https://doi.org/10.1061/JHTRCQ.0000831

4

Views

0

Downloads

0

Crossref

Received: 06 June 2022
Published: 01 September 2022
© The Editorial Office of Journal of Highway and Transportation Research and Development (English Edition)