2006
DOI: 10.1061/(asce)0733-9445(2006)132:11(1745)
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Cyclic Lateral Load Response of Bridge Column-Foundation-Soil Systems in Freezing Conditions

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Cited by 50 publications
(36 citation statements)
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“…Some structural damage during earthquakes has appeared to be directly attributed to the occurrence of frozen ground and ice formation. For example, recent research in Alaska and Iowa has clearly established the significance of frozen ground effects on the seismic response of bridge foundations (Sritharan et al, 2007;Suleiman et al, 2006;Wotherspoon et al, 2010;Xiong and Yang, 2008;Xu et al, 2011;Yang et al, 2007;Yang et al, 2008). It is very important to assess the effects of frozen soil on the seismic performance of superstructures.…”
Section: Introductionmentioning
confidence: 99%
“…Some structural damage during earthquakes has appeared to be directly attributed to the occurrence of frozen ground and ice formation. For example, recent research in Alaska and Iowa has clearly established the significance of frozen ground effects on the seismic response of bridge foundations (Sritharan et al, 2007;Suleiman et al, 2006;Wotherspoon et al, 2010;Xiong and Yang, 2008;Xu et al, 2011;Yang et al, 2007;Yang et al, 2008). It is very important to assess the effects of frozen soil on the seismic performance of superstructures.…”
Section: Introductionmentioning
confidence: 99%
“…The developed method was able to predict the secant stiffness to the first yield location within 10%. Yield and ultimate limit states were within 10% of the detailed analyses performed in LPILE (Reese et al, 2004) and correlated well with the full-scale experimental testing performed by Suleiman et al (2006). The overall comparisons included multiple displacement and rotation factors as well as local curvatures developed near the maximum moment location.…”
Section: XVIsupporting
confidence: 67%
“…These principles state that the designer should allow flexural yielding while preventing an undesirable failure mode such as a brittle failure. In the exploratory research that examined the performance of continuous columns supported on drilled shaft foundations, Suleiman et al (2006) drew the following conclusions regarding the lateral load response of a full-scale test in wintry conditions with respect to summer conditions:…”
Section: Temperature Concernsmentioning
confidence: 99%
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