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Design Comparison of Totally Prefabricated Bridge Substructure Systems Designed by Present Design and LRFD Methods

현행설계법 및 하중저항계수설계법에 의한 완전 조립식 교량 하부구조의 설계결과 비교

  • Received : 2010.09.17
  • Accepted : 2010.11.09
  • Published : 2011.04.30

Abstract

The design comparison and nonlinear analysis of totally prefabricated bridge substructure systems are performed. The prefabricated bridge substructures are designed by the methods of present design and load and resistance factor design (LRFD). For the design, the current Korea Highway Bridge Code (KHBD), with DB-24 and DL-24 live loads, is used. This study evaluates the present design method of KHBD (2005) and AASHTO-LRFD (2007) for totally prefabricated bridge substructure systems. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures, was used.

Keywords

Totally prefabricated bridge substructure systems;Design comparison;Nonlinear analysis;Present design;Load and resistance factor design

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