Optimization Design Method of Steel Truss Girder Bridge Reliability

Gang Yang; Ai Feng Zhang; Xin Kui Li

doi:10.4028/www.scientific.net/AMR.243-249.1826

Paper Titles

Vertical Seismic Response of Self-Anchored Cable-Stayed Suspension Bridge under Pile-Soil-Structure Interaction
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Seismic Response of Bridge Pier in Deep Water Considering close Fluid-Structure Interaction Effects
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Geometric Nonlinear Analysis of Curved Box Continuous Girders Considering Shear Lag Effect
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Mechanics Characteristics Study for Cable-Stayed-Suspension Bridges
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Optimization Design Method of Steel Truss Girder Bridge Reliability
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Study on Structure Sensitivity Analysis Using ANSYS PDS
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Experimental Research on Special-Shaped CFST Arch Bridge Model
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Simulation of the Structural State of Prestressed Concrete Bridge after Fire
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Application of Factor Analysis to Risk Evaluation of Bridge Construction
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Optimization Design Method of Steel Truss Girder...

Optimization Design Method of Steel Truss Girder Bridge Reliability

Abstract:

The research of optimization for steel truss bridge based on reliability theory is discussed by using optimization and reliability module in ANSYS software. The reliability design method is elucidated by comparing the results of common design with general optimization and reliability optimization.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1826-1829

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1826

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Online since:

May 2011

Authors:

Gang Yang, Ai Feng Zhang, Xin Kui Li

Keywords:

Optimization, Reliability, Sensitivity, Steel Truss Bridge

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