Numerical Models used for The Calculation of The Cable-Stayed Bridge at Km 0+540 over Danube-Black Sea Canal Cover

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Numerical Models used for The Calculation of The Cable-Stayed Bridge at Km 0+540 over Danube-Black Sea Canal

Romanian Journal of Transport Infrastructure

Volume 5 (2016): Issue 2 (December 2016)

By: Costin Stelian Mutu and Ionuţ Radu Răcănel

Open Access

|Feb 2017

References

[1]. K.J.BATHE, E.L.WILSON: “Numerical methods in finite element analysis”, New York: Prentice Hall, Englewwod Cliffs, 1976.
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[2]. E.L.WILSON: “Three-dimensional static and dynamic analysis of structures”, Berkeley: Computers and Structures Inc., 2002.
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[3]. J.S.PRZEMIENECKI: “Theory of matrix structural analysis”, New York: Mc Graw- Hill, 1968.
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[4]. G.ONU: “Calculation of pile caps”, Studies and research of aplied mechanics, Extras, nr.4, Tomul 33, Editura Academiei, 1974.
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DOI: https://doi.org/10.1515/rjti-2016-0047 | Journal eISSN: 2286-2218

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Language: English

Page range: 37 - 49

Published on: Feb 21, 2017

Published by: Technical University of Civil Engineering of Bucharest

In partnership with: Paradigm Publishing Services

Publication frequency: 2 issues per year

Keywords:

nonlinear analysis,

second order effects

Related subjects:

Business and economics,

Business management,

Environmental management,

Introductions and overviews,

Engineering, other,

Materials sciences,

Materials sciences, other

© 2017 Costin Stelian Mutu, Ionuţ Radu Răcănel, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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