1 |
AASHTO (2004) AASHTO LRFD Bridge Design Specifications, SI Units Third Edition.
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2 |
Kook, S.K. (2012) Serviceability Limit State and Response Modification Factors, J. Comput. Struct. Eng. Inst. Korea, 25(2), pp.149-154.
DOI
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3 |
Kook, S.K. (2014) No Collapse Design for Typical Bridges, J. Comput. Struct. Eng. Inst. Korea, 27(3), pp.163-172.
DOI
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4 |
Lee, J.H., Ko, S.H., Choi, J.H. (2005) Re-evaluated Overstrength Factor for Capacity Design of Reinforced Concrete Bridge Column, Earthquake Engineering Research Center, 2004 Annual Report.
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5 |
Lee, S.J. (1999) RC Ghost - PM Diagram.
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6 |
Midas IT (2004) Midas/Civil User Manual, Ver. 6.3.0 (Release no. 1), Midas IT Co. Ltd..
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7 |
Ministry of Land, Transport & Maritime Affairs (2010) Roadway Bridge Design Code, Ch.6: Earthquake Resistant Design pp.6-1-6-41, Appendix I1-I8.
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