Comparative Study Between Experimental Results and the Numerical One of the Lateral Buckling Resistence for the Two Curved I Girders of a Curved Bridge Model
By: Marian Daraban
References
- [1]. Hiroshi Nakai, Chai Hog Yoo, “Analysis and Design of Curved Steel Bridges”, Ohio, U.S.A: McGraw-Hill, 1988;
- [2]. Manual LUSAS Version 14.7 : Issue 1 LUSAS Forge House, 66 High Street, Kingston upon Thames, Surrey, KT1 1HN, United Kingdom, 2012;
- [3]. M. Daraban, “Concepţia şi calculul structurilor curbe de poduri din oţel”, Thesys, Technical University of Civil Engineering Bucharest, 2012.
DOI: https://doi.org/10.1515/rjti-2015-0029 | Journal eISSN: 2286-2218
Language: English
Page range: 33 - 44
Published on: Oct 20, 2015
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
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© 2015 Marian Daraban, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.