Analysis of Distortion-Induced Stress and Retrofitting Technique of Curved Twin I-Girder Composite Bridge
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s13369-018-3429-2.pdf
Reference15 articles.
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2. Lindquist, W.; Ibrahim, A.; Tung, Y.; Motaleb, M.; Tobias, D.; Hindi, R.: Distortion-induced fatigue cracking in a seismically retrofitted steel bridge. J. Perform. Constr. Facil. 30(4), 04015068 (2016). https://doi.org/10.1061/(ASCE)CF.1943-5509.0000783
3. Alavi, H.A.; Hasni, H.; Jiao, P.; Borchani, W.; Lajnef, N.: Fatigue cracking detection in steel bridge girders through a self-powered sensing concept. J. Constr. Res. 128, 19–38 (2017). https://doi.org/10.1016/j.jcsr.2016.08.002
4. Connor, R.J.; Fisher, J.W.: Identifying effective and ineffective retrofits for distortion fatigue cracking in steel bridges using field instrumentation. J. Bridge Eng. 11, 745–752 (2016). https://doi.org/10.1061/(ASCE)1084-0702(2006)11:6(745)
5. Hartman, A.S.; Hassel, H.L.; Adams, C.A.; Matamoros, A.B.; Rolfe, S.T.: Effects of cross-frame placement and skew on distortion-induced fatigue in steel bridges. J. Transp. Res. Board 2200, 62–68 (2010). https://doi.org/10.3141/2200-08
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