연속슬래브교량의 고유진동해석에 대한 수치모형

• 영문명: Numerical Modeling of Reinforced Concrete Bridge Panels for Vibration Analysis
• 발행기관: 강원대학교 산업기술연구소
• 저자명: 박제선(Park Je Sun) 심도식(Shim Do Sik) 이정호(Lee Jung ho) 정경일(Jung Kyoung Il)
• 간행물 정보: 『산업기술연구』vol.17, 205~211쪽, 전체 7쪽
• 주제분류: 공학 > 공학일반
• 파일형태: PDF
• 발행일자: 1997.09.30

영문 초록

The problem of deteriorated highway concrete slab is very serious all over the world. Before making any decision on repair work, reliable non-destructive evaluation is necessary. One of the dependable methods is to evaluate the in-situ stiffness of the slab by means of obtaining the natural frequency. By comparing the in-situ stiffness with the one obtained at the design stage, the degree of damage can be estimated rather accurately. In this paper, the numerical modeling of vibration analysis to three span continuous reinforced concrete bridge with elastic intermediate support is presented.

목차

ABSTRACT

1. 서론

2. 탄성지지된 특별직교 이방성 복합판의 유한차분법에 의한 해법

3. 진동해석

4. 결론

5. 참고문헌