|
|
Design of Long Span Landscape Cable-Stayed Bridge with Egg-Shaped Arch Tower |
SHA Zhen-fang1, JIANG Kai1, Li Bi-qing2 |
1. Zhangjiagang Free Trade Zone Jingang Construction Engineering Quality Inspection Co., Ltd., Suzhou Jiangsu, 215633, China;
2. Jiangsu Southeast Special Technical Engineering Co., Ltd, Nanjing Jiangsu, 210008, China |
|
|
Abstract In response to the design requirements of the landscape bridge tower of long span cable-stayed bridge, according to the mathematical equation of egg-shaped curve, a long span cable-stayed bridge with egg-shaped arch tower was proposed.Compared with the traditional cable-stayed bridge with the parabolic tower, the The two legs of the arch tower are closer the foundation size is reduced, the tower top is wider, and the three-dimensional spatial stayed-cables are arranged dispersedly, so the bridge landscape effect is better.Combined with practical engineering, the engineering parameters are designed, Midas finite element analysis model is established, static analysis and modal analysis are carried out. The analysis shows that the cable-stayed bridge with egg-shaped arch tower has good spatial structural stiffness.
|
Received: 18 April 2021
|
Corresponding Authors:
SHA Zhen-fang
E-mail: 958636903@qq.com
|
|
|
|
[1] XU Rui-feng, LI Zheng, ZHOU Yan-feng, et al. Design of Steel Concrete Composite Section of Main Tower of Nanjing Youth Olympic River Crossing Landscape Bridge[J]. Modern Transportation Technology, 2015, (4):38-41. (in Chinese)
[2] ZHANG Qiang, XU Hong-guang. Design and Innovation of Maanshan Yangtze River Highway Bridge[J]. Bridge Construction, 2010, (6):1-5. (in Chinese)
[3] CAO Y S. Research on Development of Arch Tower Cable-Stayed Bridge[J]. Applied Mechanics and Materials, 2013(2):1245.
[4] ZHANG Xi-ding, SHI Xue-fei. Spatial Stress Analysis of Steel-concrete Composite Section of Arch Tower Cable-stayed Bridge[J]. Traffic Science and Engineering, 2013, (2):35-40. (in Chinese)
[5] WANG Fan, LAI Ya-ping, QIAO Yun-qiang, et al. Study on Design of Triangular Arch Pylon of Hechuan Qujiang Landscape Bridge[J]. Sino Foreign Highway, 2018(2):109-112. (in Chinese)
[6] LI Z L, XUE J. Dynamic Characteristics of Pylon of Cable-Stayed Bridge with Inclined and Arched Tower during Construction[J]. Applied Mechanics and Materials. 2013, (2):1547.
[7] WANG Rui-rui, HAN Da-zhang, ZHOU Yan-feng. Mechanical Analysis of Steel and Concrete Mixed Tower of Nanjing Youth Olympic Landscape Bridge[J]. Shanghai Highway, 2017(4):21-24. (in Chinese) |
|
|
|