Spatial Analysis of Continuous Rigid Frame High Pier under Completed Bridge State

Ya Xun Yang; Lei Sun

doi:10.4028/www.scientific.net/AMR.280.183

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 280Spatial Analysis of Continuous Rigid Frame High...

Spatial Analysis of Continuous Rigid Frame High Pier under Completed Bridge State

Abstract:

The continuous rigid frame bridge was taken as a typical background, considering the horizontal alignment curvature of the continuous rigid frame bridge space by the force, by selecting a different radius of curvature and height of piers, using the finite element program to the completed bridge state into the curve of the high continuous rigid frame bridge pier stress and deformation analysis, focused on the effects of curvature and height of piers. Analysis of it, provided the design suggestions for the curve corresponding rigid frame bridge.

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Periodical:

Advanced Materials Research (Volume 280)

Pages:

183-185

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.280.183

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Online since:

July 2011

Authors:

Ya Xun Yang, Lei Sun

Keywords:

Completed Bridge State, Continuous Rigid Frame, High-Pier, Spatial Analysis

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References

[1] XIONG Wenli, CAI Xiangyang. Damage Analysis of Mianguang Highway Bridges in Wenchuan Earthquake[J]. Journal of Huazhong University of Science and Technology(Urban Science Edition), 2009, 26(1): 119-122.

Google Scholar

[2] LI Junhua, WANG Xintang, XUE Jianyang. Shear Resistance Mechanism and Shear Strength of Steel Reinforced High-Strength Concrete Short Columns[J]. Engineering Mechanics, 2008, 25(4): 191-199.

Google Scholar

[3] LUO Surong, ZHENG Jianlan, ZHENG Zuoqiao. Calculation Methods for Shearing Capacity of Steel Fiber Reinforced Concrete Column[J]. Engineering Mechanics, 2002, 19(6): 78-81.

Google Scholar

[4] Sayan Gupta, Manohar C S. Reliability analysis of randomly vibrating structures with parameter uncertainties[ J]. Journal of Sound and Vibration, 2006, 297: 1000-1024.

DOI: 10.1016/j.jsv.2006.05.010

Google Scholar