References
- Japan Bridge Construction Association , 2006 Bridge Technology Report: Towards a renewal of steel bridge construction industry (renewal vision) Summary , (2006, 9) .
- Japan Steel Structure Society (Inc) JSS Technical Report: No. 70 A personal proposal on limit state design of composite girders . ( 2006 , 10 ).
- Japan Steel Structure Society (Inc) JSS Technical Report: No. 71 Technologies of improving the fatigue durability and life of steel bridges . ( 2006 , 10 ).
- Japan Steel Structure Society (Inc) JSS Technical Report: No. 72 A summary of steel bridge earthquake resistance . ( 2006 , 10 ).
- Japan Steel Structure Society (Inc) JSS Technical Report: No. 73 Possibilities for weather-resistant steel bridges and new technologies . ( 2006 , 10 ).
- Fujino et al. , A proposal for a road map for improved steel bridge performance and reliability . JSCC , No. 62, (2006, 10)
- Miki et al. : Proposed high-performance steel for bridges (BHS500, BHS700) . Civil Engineering Papers No. 738/1–64 , 1 – 10 (2003, 7) .
- Railway General Technical Laboratories . Design Standards for Railways etc and Notes; Composite Structures . Maruzen (2000, 7) .
- Nagai M. The design of steel bridges – What will change with performance limit state design? Japan Bridge Construction Association , 2006 Bridge Technology Report: Leading-edge Bridge Technology (2006, 9) .
- Japan Road Association: Specifications for Highway Bridges; Part II Steel Bridges . Maruzen ( 1996 ).
- Japan Iron and Steel Federation: Usable Technology for Highperformance Steel for Bridges . (2002, 11) .
- Murakoshi K. The application of high-performance steel to bridges, viewed in terms of strength characteristics. Civil Engineering Technical Resources , 38 – 2 , ( 1996 ).
- Japan Iron and Steel Federation: Usable Technology for Highperformance Steel for Bridges . ( 2002 , 11 ).
- Ministry of Construction: Highway Bridge Process Calculation Element Statistics Manual ( 1995 , 10 ).
- Japan Iron and Steel Federation: Japan Iron and Steel Federation Product Specification MDCR 0014-2004: Rolled steel for welded steel structures, yield point 500N/mm2 and yield point 700N/mm 2. ( 2005 , 3 ).
- Miki C. High-performance bridge steel BHS, Bridges and Foundations ( 2005 , 8 ).
- Japan Road Association: Highway Bridges Annual Report (1997/8) (2001, 3) .
- Ando et al. , Fabrication testing of BHS500 steel and its welded joint characteristics (1) . Proceedings of 61st Conference of the Civil Engineering Association ( 2006 ).
- Tanaka , et al. , Fabrication testing of BHS500 steel and its welded joint characteristics (2) . Proceedings of 61st Conference of the Civil Engineering Association ( 2006 ).
- Okano , et al. , Fabrication testing of BHS500 steel and its welded joint characteristics (3) . Proceedings of 61st Conference of the Civil Engineering Association ( 2006 ).
- Miki C. et al. , Proposed indices for alloys for weather-resistant steel bridges and methods of assessing weather resistance . Civil Engineering Papers No. 738/1–64 , 1 – 10 (2003, 7) .
- Kihira , et al. , Systematisation of assessment technologies for weather-resistant steel rust stabilisation . Civil Engineering Papers No. 745/1–65 , 1 – 10 (2003, 10) .
- Kage , et al. , Predictions of long-term corrosion of highly weatherresistance nickel steel with weather resistant stabilised rust . Materials and Environment , Vol. 55 , No. 4 ( 2006 ).