1 |
Lee, S. H., Shin, H, K., Kim, K. N., Jung, K. S., An Experimental Study for Estimation of effective temperature for design in Steel Box Girder Bridge, Journal of the Korean Society of Steel Construction, KSSC, Vol.28, No.6, pp.449-458, 2016. DOI: https://doi.org/10.7781/kjoss.2016.28.6.449
DOI
|
2 |
AASHTO LRFD Bridge Design Specifications (SI Units, 4th Edition), pp.3-104, 2007.
|
3 |
British Standards Institution, Steel, Concrete and Composite Bridges, Part 2. Specification for loads, appendix E. BS5400: Part2:1978, pp.20-23, 2004.
|
4 |
Lee, S. H., Calculation of Maximum Effective Temperature of Steel Box Girder Bridge Using Artificial Neural Network, Journal of the korea Academia-Industrial cooperation Society, Vol, 19, No. 3, pp.96-103, 2018. DOI: http://dx.doi.org/10.5762/KAIS.2018.19.3.96
DOI
|
5 |
Lee, S. H., Shin, H, K., Kim, K. N., Estimation of the maximum design effective temperature for steel box girder bridges considering asphalt thickness of concrete deck, Journal of the Korean Society of Steel Construction, KSSC, Vol.30, No.5, pp.299-307, 2018. DOI: https://doi.org/10.7781/kjoss.2018.30.5.299
DOI
|
6 |
Lee, S. H., Park, Y, C,, A Study on the Vertical Temperature Difference of Steel Box Girder Bridge by Field Measurement, Journal of the korea Academia-Industrial cooperation Society, Vol, 19, No. 8, pp.545-551, 2018. DOI: http://dx.doi.org/10.5762/KAIS.2018.19.8.545
DOI
|
7 |
Ministry of Land, Infrastructure and Transport, Highway Bridge Design Criteria(in Korea)(Limit state design method), 2012.
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