Development of Structural Analysis and Construction Management System for Composite Cable Stayed Bridges

합성형 사장교의 시공단계해석 및 시공관리 시스템 개발

  • 서주원 (현대건설(주) 기술연구소) ;
  • 박정일 (현대건설(주) 기술연구소) ;
  • 김남식 (현대건설(주) 기술연구소) ;
  • 심옥진 (현대건설(주) 기술연구소)
  • Published : 1994.10.01

Abstract

This paper presents a Cable Stayed Bridge Construction Management System, which consists of Structural System Identification Method (SSIM), Error Sensitivity Analysis and Optimum Error Adjustment & Prediction System. The 1st System Identification Method builds an error influence matrix using the linear superposition of each error modes. The 2nd SSIM also considers the second error mode term, which shows good error factor estimation. The optimal cable adjustment can be accomplished within the allowable range of both cable tension and camber. The Post processor, constituted with Motif and GL library on SGI platform, is useful for monitoring construction stage management by displaying construction data, adjustment and prediction results at each construction step.

Keywords