Parametric Study on Hutong Highway and Railway Bridge
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Bibliographic Details
| Author(s): |
Hui Guo
(Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing, China; State Key Laboratory for Track Technology of High-speed Railway, Beijing, China)
Xiaoguang Liu (State Key Laboratory for Track Technology of High-speed Railway, Beijing, China) Xinxin Zhao (State Key Laboratory for Track Technology of High-speed Railway, Beijing, China) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Published in: | IABSE Congress Stockholm, 2016 | ||||
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| Page(s): | 2464-2471 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.2463 | ||||
| Abstract: |
Development of long-span railway cable-stayed bridges in China was systematically concluded including breakthrough of main span and technical innovations. Parametric analysis on Hutong Bridge, a rail-cum-road cable-stayed bridge with main span of 1092m, includes effects of side to mid-span ratio, girder height to mid-span ratio, girder width to mid-span ratio, and effective pylon height to mid-span ratio. Results show that structural rigidity decreases gradually as side to mid- span ratio increases. Increasing girder height improves the structural rigidity limitedly. Girder width influences natural frequency and flutter stability. Increasing effective pylon height could improve the whole vertical rigidity, and reduce the longitudinal rigidity of the pylon. |
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| Keywords: |
innovations parametric study cable-stayed railroad bridge Hutong Bridge side to mid-span ratio girder height to mid-span ratio girder width to mid-span ratio effective pylon height to mid-span ratio
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