JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
Contact
Open Access
Bi-monthly
ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
http://journal.auric.kr/jksmi/
Mobile QR Code
Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
Main Menu
Main Menu
About Journal
Aims and Scope
Subscription Inquiry
Editorial Board
For Contributors
Instructions For Authors
Ethical Guideline
Crossmark Policy
Submission & Review
Archives
Current Issue
All Issues
Journal Search
Home
All Issues
2016-03
(Vol.20 No.2)
10.11112/jksmi.2016.20.2.040
Journal XML
XML
PDF
INFO
REF
References
1
(2002), New Dynamic Analysis Methods for Railway Bridges in Codes and EUROCODE 1, Railway Bridges, 1-43.
2
(2012), Analysis of the Interaction between Curved Continuous Welded Rail Track and the Curved Bridge, Journal of Korean Society of Hazard Mitigation, (in Korean), 12(1), 119-126.
3
(1987), Numerical Validation of the Track Equations for Static Problems, Int. J. of Mesh. Sci, 29(1), 15-27.
4
(1995), Bridge Design Manual (BRDM), Final Report
5
(2003), A Study on the Characteristics of Axial Force in Bridge with Continuous Welded Rail, Journal of the Korea Institute for Structural Maintenance and Inspection, (in Korean), 7(1), 251-258.
6
(2013), Track-bridge Interaction Characteristics due to Cycle Loads, Master's Thesis, (in Korean)
7
(2015), http://www.kma.go.kr/weather/earthquake/report.jsp
8
(2014), KR C-08080 : Track-bridge longitudinal interaction analysis, (in Korean)
9
(2008), Study on the Longitudinal Interactional Safety of Concrete Track in Railway, Master's Thesis, (in Korean)
10
(2006), Rail Engineering, (in Korean)
11
(2007), A Study on the Application of the Beam Column Theory to Presume the Axial Force of the Continuous Welded Rail, Journal of the Korea Institute for Structural Maintenance and Inspection, (in Korean), 11(6), 159-168.
12
(2005), Sensitivity of the Ballast Resistance and Track Irregularity on the Track Stability, Journal of Korean Society of Steel Construction, (in Korean), 17(5), 519-526.
13
(2001), Track/bridge Interaction Recommendation for Calculations, 774-3R.
14
(2012), Influence of Rub-plate Length on Forces and Displacements of Longitudinally Coupled Slab Track for a Bridge Turnout, Proceedings of the Institution of Mechanical Engineers, Part F, Journal Rail and Rapid Transit, 226(3), 23-29.
15
(2012), Modification of the Conventional Method for the Track-bridge Interaction, Applied Mechanics and Materials, 204-208.
16
(2012), A Technical Point to be Considered for the Analysis of Track-bridge Interaction Considering the Loading Combination, Master's Thesis, (in Korean)
17
(2015), Additional Axial Stress of CWR Track on the Bridge According to the Variation of Design Vehicle Load, Journal of the Korea Academia. Industrial Cooperation Society, (in Korean), 16(1), 807-813.
