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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
Back, M. C. (2014), A Study on the Upper and Lower Split T Joints for Seismic Joint Design, Inha unversity graduate master's thesis.Google Search
2 
Englekirk, R. E. (2003), Seismic Design of Reinforced and Precast Concrete Buildings, Wiley, New York, NY. Kang, T.H.-K., Shin, M., Mitra, N., and Bonacci, J. F. (2009), Seismic Design of reinforced concrete beam-column joints with headed bars, ACI Struct. J., Seismic Design of Reinforced and Precast Concrete Buildings, Wiley, New York, NY. Kang, T.H.-K., Shin, M., Mitra, N., and Bonacci, J. F. (2009), Seismic Design of reinforced concrete beam-column joints with headed bars, ACI Struct. J., 106(6), 868-877.0889-3241, 106(6), 868-877.Google Search
3 
Kim, J. H. (2011), HCB(Hybrid Castellated Beam) Beam-column joint Seismic performance Retrofitting Improvement, Architectural Institute of Korea, 31(2).Google Search
4 
Kim, S. Y. (2014), Sejong unversity graduate civil & environmental engineering master's thesis "A study for behavior of pipe rack structures .Google Search
5 
Lee, J. H. (2015), Korean recycled construction resource institute "Thermal behavior of a pipe-rack structure subjected to environmental factors”, Journal, Korean recycled construction resource institute "Thermal behavior of a pipe-rack structure subjected to environmental factors”, Journal, 3(2), 165-170., 3(2), 165-170.Google Search
6 
Mun, K. H. (2014), Earthquake Engineering Society of Korea "Seismic Performance Evaluation According to Rotation Capacity of Connections for Intermediate Steel Moment Frames - I. Performance Eval - I”, Journal, Earthquake Engineering Society of Korea "Seismic Performance Evaluation According to Rotation Capacity of Connections for Intermediate Steel Moment Frames - I. Performance Eval - I”, Journal, 18(2)., 18(2)Google Search
7 
Piyawat, K., Ramseyer, C., Kang, T.H.-K. (2011), Nonlinear buckling of built-up cold-formed sections”, Int. J. of Theoretical & App, Multi-Scale Mech., Nonlinear buckling of built-up cold-formed sections”, Int. J. of Theoretical & App. Multi-Scale Mech., 2(2), 146-164., 2(2), 146-164.Google Search
8 
Probst, A. D., Kang, T.H.-K., Ramseyer, C., Kim, U. (2010), Composite flexural behavior of full-scale concrete filled tubes without axial loads, ASCE J. of Struct. Engr., “Composite flexural behavior of full-scale concrete filled tubes without axial loads”, ASCE J. of Struct. Engr., 136(11), 1401-1412. 10.1061/(ASCE)ST.1943-541X.0000241, 136(11), 1401-1412.DOI
9 
Yu, J. K. (2012), Sejong unversity graduate civil & environmental engineering master's thesis “A study for safety diagnose of pipe rack structures ” 2012.Google Search