Effect of Inclined Loading on Passive Force-Deflection Curves and Skew Adjustment Factors

Effect of Inclined Loading on Passive Force-Deflection Curves and Skew Adjustment Factors

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Skewed bridges have exhibited poorer performance during lateral earthquake loading in comparison to non-skewed bridges (Apirakvorapinit et al. 2012; Elnashai et al. 2010). Results from numerical modeling by Shamsabadi et al. (2006), small-scale laboratory tests by Rollins and Jessee (2012), and seve...

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Bibliographic Details
Main Author:	Curtis, Joshua Rex
Format:	Others
Published:	BYU ScholarsArchive 2018
Subjects:	bridge abutment skew passive force bridge rotation inclined loading seismic design large-scale pile cap
Online Access:	https://scholarsarchive.byu.edu/etd/7345 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8345&context=etd

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