An investigation into the structural systems of the Golden Gate Bridge when subject to dead, live, wind and earthquake loading was carried out using finite element modelling. This investigation was carried out using Strand7 and was verified through analytical calculations. This report begins with a study into the structural elements of the actual bridge which includes a summary of the member and section sizes and dimensions. From this study a finite element model was produced. This report outlines the modelling techniques, element types and analysis solvers used in modelling and analysing the structure. This report then considers the member sizes used in the model and outlines any variations in member sizes required for a successful analysis. Finally, this report discusses this results produces by the analysis and verifies the results through simple hand calculations.
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11 August 2016
NUMERICAL METHODS IN CIVIL ENGINEERING: Dynamics of Structures 2016
23 May–1 June 2016
Sydney, Australia
Research Article|
August 11 2016
Full dynamic model of Golden Gate Bridge
Thomas Game;
Thomas Game
School of Civil Engineering,
the University of Sydney
, Sydney NSW 2006 Australia
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Cameron Vos;
Cameron Vos
School of Civil Engineering,
the University of Sydney
, Sydney NSW 2006 Australia
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Rafid Morshedi;
Rafid Morshedi
School of Civil Engineering,
the University of Sydney
, Sydney NSW 2006 Australia
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Rebecca Gratton;
Rebecca Gratton
School of Civil Engineering,
the University of Sydney
, Sydney NSW 2006 Australia
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Fernando Alonso-Marroquin;
Fernando Alonso-Marroquin
School of Civil Engineering,
the University of Sydney
, Sydney NSW 2006 Australia
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Faham Tahmasebinia
Faham Tahmasebinia
a)
School of Civil Engineering,
the University of Sydney
, Sydney NSW 2006 Australia
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a)
Corresponding author: [email protected]
AIP Conf. Proc. 1762, 020005 (2016)
Citation
Thomas Game, Cameron Vos, Rafid Morshedi, Rebecca Gratton, Fernando Alonso-Marroquin, Faham Tahmasebinia; Full dynamic model of Golden Gate Bridge. AIP Conf. Proc. 11 August 2016; 1762 (1): 020005. https://doi.org/10.1063/1.4961103
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