In this study, The data from the design live load models KL-510, HL-934, and DB-24 were measured, and compared statistically with the measured values from the measurement data from the highway on which the overload control is being performed. The bending moments acting on the single-dimensional beam by the target design basis model are calculated and compared with the bending moments produced by the statistical estimate from the measurement data. The moment caused by the weight of the truck statistically estimated from the data measured on the highway was compared to the moment caused by live loads on each design basis.

Abstract
 1. 서 론
 2. 설계기준별 하중모델
 3. 결 론
 참고문헌

• 이성재(가천대학교 토목환경공학과) | Lee, Sung Jae
• 백인열(가천대학교 토목환경공학과) | Paik, Inyeol 교신저자
• 황의승(경희대학교 사회기반시스템공학과) | Hwang, Eui-Seung