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PSC보의 긴장력이 고유진동수에 미치는 영향
Effect of prestressing force on natural frequency of a prestressed concrete beam

  • 간행물
    한국재난정보학회논문집 바로가기
  • 권호(발행년)
    제5권 2호 통권8호 (2009.12) 바로가기
  • 페이지
    pp.124-137
  • 저자
    최상현
  • 언어
    한국어(KOR)
  • URL
    https://www.earticle.net/Article/A150464

원문정보

초록

영어
The research on the effect of the prestressing force on the frequency of PSC(Prestressed Concrete beam) has been conducted theoretical1y and experimentally, and a few theory has been presented. However, the presented theories show no agreement in predicting the effect of the prestressing force. ln this paper, the theories on the effect of the prestressing force on the frequency of PSC beam are presented and evaluated using the experimental result. To obtain the experimental result, two PSC beam specimens were manufactured, and the modal test and analysis were performed. The modal analysis results revealed that th앙 prestressing force increased the natural frequency of the PSC beam. Comparing predicted results using existing theories show that Kim' s model, which substitutes the prestressing tendon with the equivalent beam, gives the best prediction result.

목차

Abstract
 I. 서론
 II. 해석이론 및
  1. Saiidi 모델
  2. Dall' Asta-Dezi 모델
  3. Miyamoto 모델
  4. Kim 모델
  5. Lu와 Law의 실험
  6. Hamed-Frostig 모델
 III. 기존연구결과 분석 및 실내 실험
 IV. 실험결과 및 분석
 V. 결론
 참고문헌

저자

  • 최상현 [ Choi, Sang hyun | 한국철도대학 교수 ]

참고문헌

자료제공 : 네이버학술정보

    간행물 정보

    • 간행물
      한국재난정보학회논문집 [Journal of The Korean Society of Disaster Information]
    • 간기
      계간
    • pISSN
      1976-2208
    • 수록기간
      2005~2026
    • 등재여부
      KCI 등재
    • 십진분류
      KDC 338 DDC 361