In the past, criteria and procedures for the design of concrete structures were primarily based on allowable stresses for structural components. However, it is now well recognized that the limit state approach is a better basis for design since it is difficult to determine the real safety margin of submerged structure.

• 권민호(경상대학교 토목공학과 공학연구원 교수, 공학박사) | Kwon, Min Ho
• 서현수(경상대학교 토목공학과, 박사수료) | Seo, Hyun Su
• 임정희(경상대학교 토목공학과, 박사수료) | Lim, Jeong Hee
• 신동훈(한국수자원공사 K-water연구원 수석연구원, 공학박사) | Shin, Dong Hoon
• 김기영(한국수자원공사 K-water연구원 책임연구원, 공학박사) | Kim, Ki Young