Comparative Study of Long-Term Deflection Estimated by KCI Code Multiplier and Age-adjusted Effective Modulus Method

설계기준과 AEMM에 의해 추정된 장기처짐량의 비교

  • 최재근 (수원대학교 토목공학과) ;
  • 김수만 (수원대학교 토목공학과)
  • Published : 2006.11.04

Abstract

It is specified in KCI code that long-tenn deflection shall be determined by multiplying the immediate deflection by KCI code multiplier, unless it is obtained by a more comprehensive analysis. Therefore, in this study, the estimation method of long-term deflection by KCI code multiplier is known resonable by comparing analysis results using KCI code multiplier and AEMM.

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