Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
권호 표지

Reliability-Based Dynamic Load Model for Bridges

교량 충격하중의 확률론적 모델

  • 황의승 (정회원, 한국건설기술연구원)
  • Published : 1991.10.01
Download PDF
⟨ Previous Next ⟩

Abstract

The purpose of this study is to develop the reliability-based dynamic load model for bridges. Analytial procedure to calculate the dynamic load is developed. Truck traffic is simulated using Monte Carlo method. Static and dynamic loads(deflections) are plotted on the normal probability paper to estimate the mean maximum dynamic load in bridge lifetime. The results may be served as a basis for new LRFD bridge design code.

Keywords