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A Study on Live Load Design Standards Considering Moving Load (For Shorter than 60m Span)

이동하중을 고려한 활하중 설계기준 연구 (60m 이하 교량)

  • 진경석 (아주대학교 건설시스템 공학과) ;
  • 한만엽 (아주대학교 건설시스템 공학과)
  • Received : 2011.10.10
  • Accepted : 2013.04.23
  • Published : 2013.07.30

Abstract

The current domestic design criteria of live load employs DL-24 load and DB-24 load. Particularly for long span bridges above 45meters, DL-24 load is forced to apply and design them, since the shearing force and the moment of DL-24 load appears more dominate than those of DB-24. But it appeared that this DL-24 load didn't meet the vehicles traveling load, which affected bridges in real use. Hence this paper defined ML-24 load similar to the load applied to real bridges and also defined a new live load model, RL-24 load, after adjusting the existing DL-24 load, which doesn't meet the moment and the shearing force of ML-24. As the result of applying and reviewing RL-24 load to simple bridges of span of 45~60m, the results satisfying both the moment and the shearing force applied to bridges in real use by traveling load were attained. Besides, the applicability of it was examined in comparison with live load models of home and abroad.

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