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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. 
Park, Y.Y., Cho, B.H., Kim, K.H., Lee, C.K., Park, T.K. (2005), A Study on Evaluation of Optimal Construction Method of BTL Projects-Focused on Educational Facilities-, Korean Journal of Construction Engineering and Management, 10(3), 22~31Google Search
2. 
Lawson, R. M., Ogden, R. G., Berfin, R. (2012), Application for Modular Construction in High-Rise Buildings, Journal of Architectural Engineering, 18, 148~156DOI
3. 
Hong, S. G. (2014), Structural Design Guidelines for Middle to High-rise Modular Buildings for Architects and Engineers, Review of Architecture and Building Science, 58(5), 15-19Google Search
4. 
Lee, S. S. (2015), Behavior of C-Shaped Beam to Square Hollow Section Column Connection in Modular Frame, Journal of Korea Society of Steel Construction, 27(5), 471-481DOI
5. 
Choi, Y. H., Lee, H, C., Kim, J. K. (2017), Seismic Performance Assessment of a Modular System with Composite Section, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(2), 69-77Google Search
6. 
KBC-2016 (2016), Korean Building Code and Commentary, Korean Building Code and Commentary, Architectural Institute of Korea.Google Search
7. 
Choi, K. S., Lee, H, C., Kim, H. J. (2015), Influence of Analytical Models on the Seismic Response of Modular Structures, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(2), 74-85DOI
8. 
Choi, K. S., Kim, H. J. (2015), An Analytical Sturdy on Rotational Capacity of Beam-Column Joint in Unit Modular Frames, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 9(2), 100-103Google Search
9. 
Lee, S. J., Kwak, E. S., Park, J. S., Kang, C. H., Shon, S. D (2017), Structural Performance of the Modular System with Fully Restrained Moment Connections using Ceiling Bracket, Journal of the Architectural Institute of Korea Structure & Construction, 33(12), 37-44DOI
10. 
Charney, F. A., Downs, W. M. (2004), Modeling Procedures for Panel Zone Deformation in Moment Resisting Frames, Proceedings of the 15 International Workshop on Connections in Steel Structures, Modeling Procedures for Panel Zone Deformation in Moment Resisting Frames, Proceedings of the 15 International Workshop on Connections in Steel Structures, Amsterdam, 121-130, 121-130.Google Search
11. 
(2000), State of the Art Report on Connection Performance, Federal Emergency Management Agency, Washington, D.CGoogle Search
12. 
AASHTO (2012), AASHTO LRFD bridge design specifications, 6th Ed., Washington, D.C. 713-718Google Search
13. 
Computer and Structures, Inc. (2006), PERFORM Components and Elements for PERFORM 3D and PERFORM-Collapse ver.5, PERFORM Components and Elements for PERFORM 3D and PERFORM-Collapse ver.5,CSI, Berkeley, CAGoogle Search
14. 
ASCE (2007), Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-06, Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-06, American Society of Civil Engineers, VirginiaGoogle Search
15. 
Skalomenos, K. A., Hatzigeorgiou, G. D., Beskos, D. E. (2014), Modeling level selection for seismic analysis of concrete-filled steel tube/moment-resisting frames by using fragility Curve, EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, (44)2, 199-220Google Search
16. 
FEMA-440 (2005), Improvement of Nonlinear Static Seismic Analysis Procedures, Improvement of Nonlinear Static Seismic Analysis Procedures, Federal Emergency Management Agency, Washington, D.C.Google Search