40m 조합모듈교량 상부구조 이송에 따른 안전성 검토
(주)코리아스칼라
- 최초 등록일
- 2016.05.03
- 최종 저작일
- 2015.06
- 8페이지/ 어도비 PDF
- 가격 4,000원
* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국복합신소재구조학회
ㆍ수록지정보 : 복합신소재구조학회 논문집 / 6권 / 2호
ㆍ저자명 : 박성민, 정우영
목차
1. 서 론
2. 본 론
3. 결 론
감사의 글
References
영어 초록
The purpose of this study was the analytical safety evaluation on the super-structure of precast modular bridge using standardized modular members and robotic construction during the transportation routing and lifting conditions. In order to evaluate the safety performance of the bridge system, 3-D full scale Finite Element (FE) of 40 m standardized modular block was developed in ABAQUS, followed by the analytical study to classify the structural system according to steel girder structures: 1) modular bridge block lifting method including the steel girder system; 2) modular bridge block lifting method without the steel girder system. The results from the analytical study revealed that the maximum stress of each modular member was within the maximum allowable stresses during lifting condition. However, the stress concentration at the connected area was more critical in comparison to the behavior of 40 m combined modular blocks during lifting time
참고 자료
없음
"복합신소재구조학회 논문집"의 다른 논문
더보기 (5/10)