1 |
Barker, M. G., Hartnagel, B. A., Schilling, C. G., and Dishongh, B. E. (2000). Simplified inelastic design of steel girder bridges. J. Bridge Eng., 5(1), pp.58-66
DOI
|
2 |
Barth, K. E., and White, D. W. (2000). Inelastic design of steel I-girder bridges. J. Bridge Eng., 5(3), pp.179-190
DOI
|
3 |
White, D. W., Ramirez, J. A., and Barth, K. E. (1997). Moment rotation relationships for unified autostress design of continuous-span bridge beams and girders. Final Rep., Joint Transportation Research Program, West Lafayette, Ind
|
4 |
Schilling, C. G., Barker, M. G., Dishongh, B. E., and Hartnagel, B. A. (1997). Inelastic design procedures and specifications. Final Rep., AISC
|
5 |
AASHTO (2007) AASHTOLRFD Bridge Design Specifications
|
6 |
Barker, M. G., Hartnagel, B. A., Schilling, C. G., and Dishongh, B. E. (1997). Inelastic design and experimental testing of compact and noncompact steel girder bridges. Rep. 93-1, Missouri Cooperative Highway Research Program
|
7 |
Barth, K. E., and White, D. W. (1998). Finite element evalution of pier moment-rotation characteristics in continuous-span steel I-girders. Eng. Struct., 20(8), pp.761-778
DOI
ScienceOn
|
8 |
Barth, K. E., Hartnagel, B. A., White, D. W., and Barker, M. G. (2004). Recommended procedures for simplified inelastic design of steel I-girder bridges. J. Bridge Eng., 9(3), pp.230-242
DOI
|
9 |
AASHTO (1973) Standard specifications for highway bridges. 11-th Ed
|
10 |
AASHTO (1986) Guide specifications for alternate load factor design procedures for steel beam bridges using braced compact sections
|
11 |
황의승, 백인열(2007) 새로운 활하중 모형에 따른 기존 교량의 신뢰도 분석, 2007 건설교통R&D성과포럼, 한국건설교통기술평가원
|