http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
- 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
- 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
RISS 인기검색어
- 검색키워드
- 저자 : 조백순(Cha Baik-Soon) (검색결과 1 건)
- 무료
- 기관 내 무료
- 유료
-
정진환(Cheung Jin-Hwan),김성도(Kim Seong-Do),조백순(Cha Baik-Soon) 한국구조물진단유지관리학회 2005 한국구조물진단학회 학술발표회논문집 Vol.- No.-
Routinely, strength method for determining nominal moment of reinforced concrete member strengthened with fibric sheets is also assumed to be suitable. Flexural capacity of strengthened member is absolutely dependent upon the strengthening system such as the type and amount of strengthening materials, anchoring system, and adhesion capacity between strengthening material and concrete. Therefore, it would be inappropriate in some extent to use strength method for analysis and design of strengthened member without considering the differences in the load-deflection curves, failure mechanism and crack distrubution, state of stress distribution, failure strain of strengthening material, and consideration of tensile capacity of concrete. The proposed analytical method for determining nominal moment of strengthened member is proved to be accurate by experimental investigations. This study also discusses the influence of concrete tensile capacity, failure strain of fabric sheet, and magnitude of concrete compressive strain corresponding to failure strain of fabric sheet. which are not considered in strength method, on the determination of the nominal moment of the strengthened member.
연관 검색어 추천
이 검색어로 많이 본 자료
활용도 높은 자료
