Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference23 articles.
1. American Association of State Highway and Transportation Officials (AASHTO) (2014). LRFD bridge design specifications 7 th ed., American Association of State Highway and Transportation Officials, Washington, D.C.
2. Brockenbrough, R. L. (1986). “Distribution factors for curved I-girder bridges.” Journal of Structural Engineering, Vol. 112, pp. 2200–15, DOI: 10.1061/(asce)0733-9445(1986)112:10(2200).
3. Burke, M.P. (2009). Integral and Semi-Integral Bridges, John Wiley and Sons: West Sussex, UK.
4. David, T. K., Forth, J. P., and Ye, J. (2014). “Superstructure behavior of a stub-type integral abutment bridge.” Journal of Bridge Engineering, Vol. 19, 04014012, DOI: 10.1061/(ASCE)BE.1943-5592.0000583.
5. Dicleli, M. and Erhan, S. (2008). “Effect of soil and substructure properties on live load distribution in integral abutment bridges.” Journal of Bridge Engineering, Vol. 13, pp. 527–539, DOI: 10.1061/(ASCE)1084-0702(2008)13:5(527).
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