최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기韓國鋼構造學會 論文集 = Journal of Korean Society of Steel Construction, v.21 no.5 = no.102, 2009년, pp.493 - 503
조움돋이 (부산대학교 사회환경시스템공학부) , 박용명 (부산대학교 사회환경시스템공학부) , 진승훈 (부산대학교 사회환경시스템공학부) , 황민오 (포항산업과학연구원 토목구조연구실) , 정흥진 (전주대학교 토목환경공학과)
Bridge redundancy is defined as the capability of a bridge to sustain loads after one of its main members incurs damage. It is affected by many parameters, including the number of girders, span length, girder height, internal supports, and secondary members. The present AASHTO and Korean Bridge desi...
건설교통부 (1996) 도로교표준시방서(부록편) 하중-저항계수 설계편
건설교통부 (2003) 안전점검 및 정밀안전진단 세부 지침
대한토목학회(2008) 도로교설계기준.해설
박민석, 조병완, 배두병 (2006) BWIM 시스템을 이용한 고속도로 교량 차량하중 모형 개발, 대한토목학회논문집, 대한토목학회, 제26권, 제1A호, pp.143-153
박용명, 조움돋이 (2006) 강합성 플레이트 2-거더교의 여유도 평가, 대한토목학회논문집, 대한토목학회, 제26권, 제4A호, pp.611-620
Ang, A. H.-S. and Tang, W. H. (1984) Probability Concepts in Engineering Planning and Design, Vol. I, Vol. II, John Wiley & Sons
American Association of State Highway and Transportation Officials (2002) Standard Specifications for Highway Bridges, 17th Edition, Washington, D.C., USA
American Association of State Highway and Transportation Officials (2007) AASHTO LRFD Bridge Design Specifications, 4th Edition, Washington, D.C., USA
ABAQUS Inc. (2006) ABAQUS/Standard User's Manual (Ver. 6.5)
Cornell, C. A. (1994) Risk-Based Structural Design, Proceedings of a Symposium on Risk Analysis, Department of Civil Engineering, Univ. of Michigan
Conner, R. J., Dexter, R. and Mahmoud, H. (2005) Inspection and Management of Bridges with Fracture-Critical Details, NCHRP Synthesis 354
Czarnecki, A. A. and Nowak, A. S. (2006), System Reliability Assessment of Steel Girder Bridges, Advances in Engineering Structures, Mechanics & Construction, pp.699-710
Daniels, J. H., Kim, W. and Wilson, J. L. (1989) Recommended Guidelines for Redundancy Design and Rating of Two-Girder Steel Bridges, NCHRP Report 319, TRB
Eamon, C. D. and Nowak, A. S. (2004) Effect of Secondary Elements on Bridge Structural System Reliability Considering Moment Capacity, Structural Safety, Vol. 26, No. 1, pp.29-47
Estes, A. and Frangopol, D. M. (1999) Repair Optimization of Highway Bridges Using System Reliability Approach, Journal of Structural Engineering, ASCE, Vol. 125, No. 7, pp.766-775
Ghosn, M. and Moses, F. (1998) Redundancy in Highway Bridge Superstructures, NCHRP Report 406, TRB
Hasofer, A. M. and Lind, L. C. (1974) Exact and Invariant Second Moment Code Format, Journal of the Engineering Mechanics Division, ASCE, Vol. 100, No. 1, pp.111-121
Idriss, R. L., White, K. R. and Jauregui, D. V. (1995) After-Fracture Redundancy of Two-Girder Bridge : Testing I-40 Bridges over Rio Grande, Proceedings of the Fourth International Bridge Engineering Conference, pp. 316-326, TRB
Kumarasena, S. (2004) Structural Redundancy of Steel Box Girder Bridges, Proceeding of the 2004 FHWA Steel Bridge Conference, San Antonio, Texas, pp.57-68
Nowak, A. S. (1999) Calibration of LRFD Bridge Design Code, NCHRP Report 368, TRB
Nowak, A. S. (2004) System Reliability Models for Bridge Structures, Bulletin of the Polish Academy of Sciences, Technical Sciences, Vol. 52, No. 4, pp.321-328
Rackwitz, R. and Fiessler, B. (1978) Structural Reliability under Combined Random Load Sequences, Computers and Structures, Vol. 9, pp.489-494
Task Committee on Redundancy of Flexural Systems of the ASCE-AASHTO Committee on Flexural Members of the Committee on Metals of the structural Divisions (1985) State-of-the-Art Report on Redundant Bridge Systems, J. of the Structural Engineering, ASCE, Vol. 111, No. 12, pp.2517-2531
Tantawi, H. M. (1986) Ultimate Strength of Highway Girder Bridge, Ph.D. dissertation, Department of Civil Environmental Engineering, University of Michigan, Ann Arbor, MI
Zhou, J. (1987) System Reliability Models for Highway Bridge Analysis, Ph. D. Dissertation, Department of Civil and Environmental Engineering, Univ. of Michigan
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.