Effect of Inclined Loading on Passive Force-Deflection Curves and Skew Adjustment Factors
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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| Format: | Others |
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BYU ScholarsArchive
2018
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| Online Access: | https://scholarsarchive.byu.edu/etd/7345 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=8345&context=etd |