1 |
Ministry of Land, Infrastructure and Transport, Highway Bridge Design Criteria(in Korea)(Limit state design method), 2012.
|
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 |
Shin, D. W., Kim, K. N., Evaluation of Effective Temperature for Estimate Design Thermal Loads in Steel Deck of Steel Box Girder Bridges, Journal of the korea Institute for Structural Maintenance and Inspection, vol. 17, no. 3, pp. 077-087. 2013. DOI: http://dx.doi.org/10.11112/jksmi.2013.17.6.077
DOI
|
5 |
Lee, S. H., Study of the Temperature Difference between the Top and Bottom Web of Steel Box Girder without Concrete Slab by using Gauge Measurement, Journal of the Korea Academia -Industrial cooperation Society, vol. 15, no. 12, pp. 7350-7356. 2014 DOI: http://dx.doi.org/10.5762/KAIS.2014.15.12.7350
DOI
|
6 |
Shin, D. W., Kim, K. N., An Experimental Study on the Temperature Difference between the Top and Bottom Flange in Steel Girder without Concrete Slab, Journal of the Korea Institute for Structural Maintenance and Inspection, vol. 18, no. 4, pp. 099-106. 2014. DOI: http://dx.doi.org/10.11112/jksmi.2014.18.4.099
DOI
|