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http://dx.doi.org/10.9765/KSCOE.2011.23.6.407

Reliability Analysis of Pile Type Quaywall Using Response Surface Method  

Lee, Sang-Geun (Dept. of Coastal Construction Engineering, Kunsan National University)
Kim, Dong-Hyawn (Dept. of Coastal Construction Engineering, Kunsan National University)
Publication Information
Journal of Korean Society of Coastal and Ocean Engineers / v.23, no.6, 2011 , pp. 407-413 More about this Journal
Abstract
Reliability analysis of pile type quaywalls were done by using response surface method. Pier structures have implicit form of limit state function since they are flexible in motion, which is different from gravity type quaywalls. To solve a reliability analysis problem with implicit limit state function, response surface method was applied. Reliability indices of structure under seismic load were found for pier structures Then, they were compared with those found by simulation method. In numerical analysis, both the inclined type and vertical type were analyzed.
Keywords
Pier; Quaywall; Reliability analysis; Response surface method; Coastal structure;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
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