Spatial Analysis of Bridges Composed of Arches and Trusses by Truss Section Finite Element Method

Shi Ruo Yang; Dan Qing Chen

doi:10.4028/www.scientific.net/AMR.639-640.470

Paper Titles

Experimental Investigation of the Wind Pressure Distribution and Wind Interference Effects on a Typical Tall Building
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Effect of Turbulence on the Aerodynamic Stability of Long Span Bridges
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Study on Critical Speed of Freight Train Derailment on Bridges
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Numerical Analysis of Mechanical Properties of Precast Segmental Concrete Test Beam with External Tendons
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Spatial Analysis of Bridges Composed of Arches and Trusses by Truss Section Finite Element Method
p.470

Static and Dynamic Behavior of the High-Pier and Long-Span Continuous Rigid Frame Bridge
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Numerical Simulation of Atmospheric Flow Field around Highways
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Numerical Simulation of Wind Pressure Distribution on Regular Mega-Frame Surface
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Analysis of Interference Effects of Adjacent Buildings on Wind Pressures
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Spatial Analysis of Bridges Composed of Arches and...

Spatial Analysis of Bridges Composed of Arches and Trusses by Truss Section Finite Element Method

Abstract:

In this paper, the stiffness and load matrix of Jiujiang Changjiang River Bridge are established by truss section finite element method. The basic assumptions and calculating process is proposed, and the functions of bridge frames are also investigated. Finally, the lateral displacement is calculated under the action of wind load (or both wind and train load).

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

470-473

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.470

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Online since:

January 2013

Authors:

Shi Ruo Yang, Dan Qing Chen

Keywords:

Displacement, Finite Element, Potential Energy, Spatial Analysis

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References

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