3826693
doi
10.5281/zenodo.3826693
oai:zenodo.org:3826693
Linear vertical vibrations of a suspension bridge
E. Cheynet
University of Bergen
url:https://github.com/ECheynet/eigenBridge2/tree/1.5.1
info:eu-repo/semantics/openAccess
Other (Open)
<p>Summary</p>
<p>The vertical eigenfrequencies and mode shapes of a single-span suspension bridge are computed using the method by Luco et Turmo [1]. For the sake of completeness, the computed modal parameters are compared with those obtained using the method by Sigbjørnsson & Hjorth-Hansen [2] and Strømmen [3].</p>
<p>Content</p>
<p>The submission contains:</p>
<ul>
<li>eigenBridge.m: It computes the modal parameters of a suspension bridge [2,3].</li>
<li>eigenridge2.m: It computes the vertical modal parameters of a suspension bridge, following Luco & Turmo [1].</li>
<li>eigBridge_Verification.m: Function used for the verification procedure.</li>
<li>Verifications.mlx : reproduction of some of the results by Luco & Turmo [1].</li>
<li>Application.mlx: Compare the numerical implementation of eigenBridge2.m against eigenBridge.m</li>
</ul>
<p>References</p>
<p>[1] Luco, J. E., & Turmo, J. (2010). Linear vertical vibrations of suspension bridges: A review of continuum models and some new results. Soil Dynamics and Earthquake Engineering, 30(9), 769-781.</p>
<p>[5] Sigbjørnsson, R., Hjorth-Hansen, E.: Along wind response of suspension bridges with special reference to stiffening by horizontal cables. Engineering Structures 3, 27–37 (1981)</p>
<p>[6] Structural Dynamics, Einar N Strømmen, Springer International Publishing, 2013. ISBN: 3319018019, 783319018010</p>
Zenodo
2020-05-14
info:eu-repo/semantics/other
3826692
1.5.1
1589530827.383445
216525
md5:62387e9d2f69f436e26bc9c70b642775
https://zenodo.org/records/3826693/files/ECheynet/eigenBridge2-1.5.1.zip
public
https://github.com/ECheynet/eigenBridge2/tree/1.5.1
Is supplement to
url
10.5281/zenodo.3826692
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doi