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Full dynamic model of Golden Gate Bridge

  • Thomas Game
  • , Cameron Vos
  • , Rafid Morshedi
  • , Rebecca Gratton
  • , Fernando Alonso-Marroquin
  • , Faham Tahmasebinia*
  • *Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

4 Scopus citations

Abstract

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.

Original languageEnglish
Title of host publicationNumerical Methods in Civil Engineering
Subtitle of host publicationDynamics of Structures 2016
EditorsFernando Alonso-Marroquin
PublisherAmerican Institute of Physics Inc.
ISBN (Electronic)9780735414204
DOIs
StatePublished - 11 Aug 2016
Externally publishedYes
EventNumerical Methods in Civil Engineering: Dynamics of Structures 2016 - Sydney, Australia
Duration: 23 May 20161 Jun 2016

Publication series

NameAIP Conference Proceedings
Volume1762
ISSN (Print)0094-243X
ISSN (Electronic)1551-7616

Conference

ConferenceNumerical Methods in Civil Engineering: Dynamics of Structures 2016
Country/TerritoryAustralia
CitySydney
Period23/05/161/06/16

Bibliographical note

Publisher Copyright:
© 2016 Author(s).

ASJC Scopus subject areas

  • General Physics and Astronomy

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