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http://dx.doi.org/10.5000/EESK.2022.26.6.255

Estimation of Drift Ratio by Damage Level for Flexural RC Piers With Circular Cross-Section Based on Experimental Data in Korea  

Nam, Hyeonung (Department of Civil Engineering, Kookmin University)
Hong, Kee-Jeung (Department of Civil Engineering, Kookmin University)
Kim, Ick-Hyun (Department of Civil Engineering, Ulsan University)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.26, no.6, 2022 , pp. 255-265 More about this Journal
Abstract
In order to determine fragility curves, the limit state of piers for each damage level is suggested in this paper based on the previous test results in Korea, including our test results. In previous studies, the quantitative measures for damage levels of piers have been represented by curvature ductility, lateral drift ratio, or displacement ductility. These measures are transformed to lateral drift ratios of piers for consistency, and the transformed values are compared and verified with our push-over test results for flexural RC piers with a circular cross-section. The test specimens are categorized concerning the number of lap-splices in the plastic hinge region and whether seismic design codes are satisfied or not. Based on the collected test results in Korea, including ours, the lateral drift ratio for each pier damage level is suggested.
Keywords
Damage level; Drift ratio; Flexural pier; Lap-splice; Seismic design; Fragility function;
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