@article{Zheng2022, 
author = {Jiyan Zheng and Weisheng Wang and Minru Zhao and Qianqian Lei and Lijia Wang},
title = {Discussion on Curved-Deck Cable-Stayed Bridge with Sightseeing Tower},
year = {2022},
journal = {Journal of Highway and Transportation Research and Development (English Edition)},
volume = {16},
number = {3},
pages = {34-40},
keywords = {bridge engineering, curved cable-stayed bridge, sightseeing bridge tower, curved deck, landscape bridge},
url = {https://www.sciopen.com/article/10.1061/JHTRCQ.0000831},
doi = {10.1061/JHTRCQ.0000831},
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.}
}