Seismic Analysis Models for Typical Roadway Bridges considering failure Mechanisms

파괴메카니즘을 고려한 일반도로교의 지진해석모델

  • 국승규 (정회원 부경대학교 건설공학부) ;
  • 김판배 (학생회원 부경대학교 건설공학부)
  • Published : 2001.09.01

Abstract

For the seismic analysis of typical roadway bridges provisions are given in most codes for analysis models, which describes however only fundamental modelling methods according to the basic theories of structural dynamics. In practice even conventional non-seismic analysis models, separate super- and substructure models, are applied, which are not adequate because of neglecting connection elements. In this study three typical roadway bridges, a Steel box bridge, a PC beam bridge and a PC box bridge are selected and simple models integrating super- and substructure as well as connection elements are given. The simple models are composed with frame elements with lumped masses representing stiffness and mass characteristics of the selected bridges. To check the properness of the simple models, analysis results with the simple models are compared with those obtained with detailed models in view of bridge failure mechanisms. It is proved that the simple models can be used in the preliminary design phase fur the determination of failure mechanisms of typical roadway bridges.

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