Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
American Association of State Highway and Transportation Officials (AASHTO) (2017). AASHTO LRFD bridge design specifications (8th Ed.), AASHTO, Washington, D.C.
2 
American Iron and Steel Institute (AISI) (2002). Handbook of steel drainage & highway construction products (2nd Canadian Ed.), AISI, Washington, D.C.
3 
American Society for Testing and Materials (ASTM) (2017). Standard practice for structural design of corrugated steel pipe, pipe-arches, and arches for storm and sanitary sewers and other buried applications (ASTM A796/A796M-17a), ASTM, West Conshohocken, Pennsylvania.
4 
Beben, D. and Manko, Z. (2008). "Static load tests of a corrugated steel plate arch with relieving slab." Journal of Bridge Engineering, ASCE, Vol. 13, No. 4, pp. 362-376.DOI
5 
Canadian Standards Association (CSA) (2006). Canadian highway bridge design code (CHBDC), CSA, Toronto, Ontario, Canada.
6 
Daewoo Engineering & Construction and Ajou University (2017). Safety assessment, repair and strengthening method of corrugated steel plate structures, Korea Expressway Corporation (KEC) Research Institute (in Korean).
7 
Duncan, J. M. (1978). "Soil-culvert interaction method for design of metal culverts." Transportation Research Record, TRB, Vol. 678, pp. 53-59.
8 
Federal Highway Administration (FHWA) (1986). Culvert inspection manual, FHWA-IP-86-2, FHWA, Washington, D.C.
9 
Kim, K. S., Yeau, K. Y., Park, Y. H., Park, S. I. and Kim, S. H. (2010). "Case study of stability analysis of deformed circular corrugated- metal culvert." Proc. of KSCE 2010 Convention, Korean Society of Civil Engineers, pp. 2188-2191 (in Korean).
10 
Kim, S. H., Jeon, S. J., Kim, I. G. and Lee, B. J. (2018). "Analytical study on structural behavior of bolted connections in corrugated steel plate structures." Journal of the Korean Society of Hazard Mitigation, KSHM, Vol. 18, No. 7, pp. 345-357 (in Korean).DOI
11 
Korea Concrete Institute (KCI) (2010). Safety assessment criteria and examples for concrete bridges in service, KCI (in Korean).
12 
Korea Expressway Corporation (KEC) Research Institute (2001). Guidelines of design and construction of soil-steel structures, KEC Research Institute (in Korean).
13 
Korea Expressway Corporation (KEC) Research Institute (2010). Revision of design guidelines of soil-steel bridge and suggestion of maintenance method, KEC Research Institute (in Korean).
14 
Korea Road and Transportation Association (KRTA) (2010). Design code for highway bridges, KRTA (in Korean).
15 
Korea Road and Transportation Association (KRTA) (2015). Design code for highway bridges (Limit state design), KRTA (in Korean).
16 
Korean Agency for Technology and Standards (KATS) (2017). Corrugated steel pipes and sections (KS D 3590), Korean Standards Association (KSA) (in Korean).
17 
Korean Society of Steel Construction (KSSC) (2014). Korean steel structure design code (Load and resistance factored design), KSSC (in Korean).
18 
Lee, B. J., Yoon, J. Y. and Shim, C. S. (2015). "Deformation measurement of corrugated steel plate culvert using laser scanning." Proc. of the Korea Concrete Institute, Korea Concrete Institute, Vol. 27, No. 1, pp. 281-282 (in Korean).
19 
Lee, B. J., Yoon, J. Y., Nam, M. S. and Park, Y. H. (2014). "Development of performance evaluation method for structures based on 3D geometric information and image processing." Magazine of the Korea Institute for Structural Maintenance and Inspection, KSMI, Vol. 18, No. 2, pp. 17-25 (in Korean).
20 
Manko, Z. and Beben, D. (2005). "Static load tests of a road bridge with a flexible structure made from Super Cor steel corrugated plates." Journal of Bridge Engineering, ASCE, Vol. 10, No. 5, pp. 604-621.DOI
21 
MIDAS Information Technology Co., Ltd. (2019). MIDAS information technology Co., Ltd., Available at: http://www.midasit.com (Accessed: December 31, 2019).
22 
Min, G. H., Lee, B. J. and Kim, I. B. (2017). "Behavior characteristic analysis of corrugated steel structures by load test." Proc. of the Korea Concrete Institute, Korea Concrete Institute, Vol. 29, No. 1, pp. 287-288 (in Korean).
23 
Ministry of Land, Transport and Maritime Affairs (MOLTMA) and Korea Infrastructure Safety & Technology Corporation (KISTEC) (2012). Guidelines for safety inspection and detailed safety assessment (Bridges), MOLTMA and KISTEC (in Korean).
24 
Ontario Ministry of Transportation (1983). Ontario highway bridge design code (OHBDC), Ontario Ministry of Transportation, Toronto, Ontario, Canada.
25 
Sezen, H., Fox, P. P. and Yeau, K. Y. (2009). Verification of ODOT's load rating analysis programs for metal pipe and arch culverts, Ohio Department of Transportation, Columbus, Ohio.
26 
Spangler, M. G. (1941). The structural design of flexible pipe culverts, Bulletin 153, Iowa Engineering Experiment Station, Iowa State College of Agriculture and Mechanic Arts, Ames, Iowa.
27 
Transportation Research Board (TRB) (2002). Recommended specifications for large-span culverts, National Cooperative Highway Research Program (NCHRP) Report 473, TRB, Washington, D.C.
28 
Walton, H. J., Davids, W. G., Landon, M. E. and Clapp, J. D. (2016). "Simulation of buried arch bridge response to backfilling and live loading." Journal of Bridge Engineering, ASCE, Vol. 21, No. 9, 04016052.DOI
29 
White, D. W. and Clarke, M. J. (1997). "Design of beam-columns in steel frames. II: Comparison of standards." Journal of Structural Engineering, ASCE, Vol. 123, No. 12, pp. 1565-1575.DOI
30 
Yeau, K. Y. and Sezen, H. (2012). "Load-rating procedures and performance evaluation of metal culverts." Journal of Bridge Engineering, ASCE, Vol. 17, No. 1, pp. 71-80.DOI
31 
Yeau, K. Y., Kim, K. S., Lee, S. R. and Park, Y. H. (2010). "Inspection of in-service corrugated steel culverts." Proc. of KSCE 2010 Convention, Korean Society of Civil Engineers, pp. 449-452 (in Korean).