A Conceptual Design of a Cable Stayed Bridge with a Curved Back Span
p.993
p.993
Parametric Sensitivity Study on Fluid Viscous Damper of Long Span Suspension Bridge
p.998
p.998
Analysis on Earthquake Damage of Daxinglu Ramp Bridge in Wenchuan Earthquake
p.1003
p.1003
The Application of Fiber Optic Test Technology in Deformation Monitoring of Highway Corrugated Steel Pipe Culvert
p.1007
p.1007
Stability Analysis of Xiwu Road Steel Box Arch Bridge in Zibo City
p.1012
p.1012
Anti-Shear Reliability Analysis of Existing Pre-Tensioned Prestressed Concrete Beam Bridges under Atmosphere Condition
p.1017
p.1017
Stochastic Analysis of Prestressed Concrete Cable-Stayed Bridges Considering Construction Errors
p.1023
p.1023
Bearing Simulation in Seismic Response Analysis of a Multi-Span Continuous Girder Bridge
p.1029
p.1029
Damage Analysis of the Bridge Structure Based on the Modal Parameters
p.1034
p.1034
Stability Analysis of Xiwu Road Steel Box Arch Bridge in Zibo City
Abstract:
In this paper, taken a steel box arch bridge as background, a FEA model is built and the stability is analyzed, including buckle stability and extreme stability. The results show that there are significant differences between buckle stability factor and extreme stability factor. It is a must to pay more attention to arch bridge stability.
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Periodical:
Advanced Materials Research (Volumes 255-260)
Pages:
1012-1016
Citation:
Online since:
May 2011
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© 2011 Trans Tech Publications Ltd. All Rights Reserved
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