1 |
Eom, G., Kim, S.J., Lee, T. and Kim, J.J. (2017), "Design optimization and structural performance evaluation of plate girder bridge constructed using a turn-over process", Materials. 10(3), 283. https://doi.org/10.3390/ma10030283.
DOI
|
2 |
Abedin, M. and Mehrabi, A.B. (2020), "Effect of cross-frames on load distribution of steel bridges with fractured girder", Infrastructures. 5(4), 32. https://doi.org/10.3390/infrastructures5040032.
DOI
|
3 |
American Association of State Highway and Transportation Officials (AASHTO) (2017). Standard Specifications for Highway Bridges. Washington, D.C.
|
4 |
Daniels, J.H., Kim, W. and Wilson, J.L. (1988), Guidelines for Redundancy Design and Rating of Two-Girder Steel Bridges, Final Report.
|
5 |
JRA (Japan Road Association). (2012), Specifications for highway bridges. Part I, Common, Tokyo.
|
6 |
JSCE (Japan Society of Civil Engineers). (2007). Standard Specifications for Steel and Composite Structures, Tokyo.
|
7 |
Kim, J., Kee, S.H., Youn, H., and Kim, D.Y. (2018), "Parameters influencing redundancy of twin steel box-girder bridges", Steel Compos. Struct., 29(4), 437-456. https://doi.org/10.12989/scs.2018.29.4.437.
DOI
|
8 |
Lin, W., Butler, L.J., Elshafie, M.Z.E.B. and Middleton, C.R. (2019), "Performance assessment of a newly constructed skewed half-through railway bridge through integrated sensing", J. Bridge Eng., ASCE. 21(1), 04018107. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001334.
DOI
|
9 |
Lin, W., Yoda, T., Taniguchi, N., Kasano, H. and He, J. (2014), "Mechanical performance of steel-concrete composite beams subjected to a hogging moment", J. Struct. Eng., ASCE. 140(1), 04013031. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000800.
DOI
|
10 |
Nagai, M. (2006), S"teel bridges in Japan-rationalized design methods in Japan, 15", Japan Soc. Steel Construct., Tokyo.
|
11 |
Park, Y., Joe, W., Park, J., Hwang, M. and Choi, B.H. (2012), "An experimental study on after-fracture redundancy of continuous span two-girder bridges", Int. J. Steel Struct., 12(1), 1-13. https://doi.org/10.1007/s13296-012-1001-6.
DOI
|
12 |
Lin, W., Lam, H. and Yoda. (2020), "Experimental study on steel-concrete composite twin I-girder bridges", J. Bridge Eng., ASCE. 25(1), 04019129. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001509.
DOI
|
13 |
Lin, W., Yoda, T., Kumagai, Y. and Saigyo, T. (2013), "Numerical study on post-fracture redundancy of the two-girder steel-concrete composite highway bridges", Int. J. Steel Struct., 13(4), 671-681. https://doi.org/10.1007/s13296-013-4008-8.
DOI
|
14 |
Lin, W., Yoda, T., Taniguchi, N., Lam, H. and Nakabayashi, K. (2016), "Post-fracture redundancy evaluation of a twin boxgirder shinkansen bridge in Japan", Proceedings of IABSE Conference Guangzhou 2016, 675-682.
|
15 |
Mensah, S.A. and Durham, S.A. (2014), "Live load distribution factors in two-girder bridge systems using precast trapezoidal u-girders", J. Struct. Eng., ASCE. 19(2), 281-288. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000520.
DOI
|
16 |
Odrobinak, J., Vican, J. and Bujnak, J. (2013), "Verification of composite steel-concrete bridge behavior", Procedia Eng., 65, 440-446. https://doi.org/10.1016/j.proeng.2013.09.069.
DOI
|
17 |
Kim, J. and Williamson, E.B. (2015), "Finite-element modeling of twin steel box-girder bridges for redundancy evaluation", J. Bridge Eng., ASCE. 20(10), 04014106. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000706.
DOI
|
18 |
Samaras, V.A., Sutton, J.P., Williamson, E.B. and Frank, K.H. (2012), "Simplified method for evaluating the redundancy of twin steel box-girder bridges", J. Bridge Eng., ASCE, 17(3), 470-480. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000280.
DOI
|
19 |
Santos, C.A.N., El Damatty, A.A., Pfeil, M.S. and Battista, R.C. (2019), "Structural optimization of two-girder composite cable-stayed bridges under dead and live loads", Canadian J. Civil Eng., 47(8). https://doi.org/10.1139/cjce-2019-0140.
DOI
|