해석법 차이에 의한 프리스트레스트 콘크리트 보부재의 잔류변형률 비교
(주)코리아스칼라
- 최초 등록일
- 2023.04.05
- 최종 저작일
- 2017.07
- 7페이지/ 어도비 PDF
- 가격 4,000원
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서지정보
ㆍ발행기관 : 한국지진공학회
ㆍ수록지정보 : Jorunal of the Earthquake Engineering Society of Korea / 21권 / 4호
ㆍ저자명 : 이덕기
영어 초록
In the seismic design of building structural members, due to the complexity of the placement of PC steels in prestressed concrete members, it is necessary to review and define the definition of member damage in comparison with reinforced concrete members.In this study, the results of past experiments compared with the calculation results by section Analysis Method, with the aim of reviewing the precision of calculation results when member damage evaluation is performed using the section analysis method. Furthermore, it is also compared with the calculation results by the split Element Method.In addition, parametric studies were carried out, and the influence of the difference between the amount of PC steels and reinforced bar on the residual strain was examined.
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