Mobile QR Code QR CODE
Export citation EndNote
1 
1.Architectural Institute of Korea, Korean Building Code and Commentary 2009, Kimoondang Publishing Company, Korea, 2009, p.1040 (in Korean).Google Search
2 
2.ACI Committe 318, Building Code Requirements for Structural Concrete and Commentary (ACI 318-11), American Concrete Istitute, 2011.Google Search
3 
3.Korea Concrete Institute, Design Code for Concrete Structures, KCI, 2012, p.599 (in Korean).Google Search
4 
4.ACI-ASCE Committe 352, Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures (ACI 352R-02), American Concrete Institute, 2002, p.38.Google Search
5 
5.Chun, S. C., and Lee, J.-G., “Strengths of Lap Splices Anchored by SD 600 Headed Bars”, Journal of the Korea Concrete Institute, Vol.25, No.2, 2013, pp.217-224 (in Korean).DOI
6 
6.Kim, W., Experimental Analysis for Steel Congestion Relief in Concrete Structures under Monotonic and Seismic loads, PhD thesis, University of Oklahoma, 2011.Google Search
7 
7.Hwang, H.-J., Park, H.-G., Choi, W.-S., Chung, L., and Kim, J.-K., “Seismic Performance of Beam-Column Connections for Special Moment Frame Using 600MPa Flexural Reinforcement”, Journal of the Korea Concrete Institute, Vol.23, No.5, 2011, pp.591-601 (in Korean).DOI
8 
8.Chun, S. C., Lee, S. H., Kang, T. H.-K., Oh, B., and Wallace, J. W., “Mechanical Anchorage in Exterior Beam- Column Joints Subjected to Cyclic Loading”, ACI Structural Journal, Vol.104, No.1, 2007, pp.102-112.Google Search
9 
9.Park, J. J., Ryu, G. S., Kang, S. T., An, G. H., Koh, G. T., and Kim, S. W., “An Experimental Study on Viscosity of UHPC according to Silica Fume Type”, Proceeding of KCI 2011 Spring Convention, Vol.23, No.1, 2011, pp.427-428 (in Korean).Google Search
10 
10.ACI Committee 374, Guide for Testing Reinforced Concrete Structural Elements under slowly Applied Simulated Seismic Loads (ACI 374.2R-13), American Concrete Institute, 2013.Google Search
11 
11.Ahn, K.-L., Jang, S.-J., Jang, S.-H., and Yun H.-D., “Effects of Aggregate Size and Steel Fiber Volume Fraction on Compressive Behaviors of High-Stregnth Concrete”, Journal of the Korea Concrete institute, Vol.27, No.3, 2015, pp. 228-235 (in Korean).Google Search
12 
12.Angelakos, B., The Behavior of Reinforced Concrete Knee Joints under Earthquake Loads, PhD thesis, University of Toronto, 1999.Google Search
13 
13.ACI Committee 544, Design Considerations for Steel Fiber Reinforced Concrete (ACI 544.4R-88 (Reapproved 2009)), American Concrete Institute, 1988.Google Search
14 
14.Megget, L. M., “The Seismic Design and Performance of Reinforced Concrete Beam-Column Knee Joints in Buildings”, Earthquake Spectra, Vol.19, No.4, 2003, pp.863-895.DOI
15 
15.Jindal, R., and Sharma, V., “Behavior of Steel Fiber Reinforced Concrete Knee-Type Beam-Column Connections”, Fiber Reinforced properties and Applications, SP-105, American Concrete Institute, 1987, pp.475-491.Google Search
16 
16.Pantazopoulou, S. and Bonacci, J., “Consideration of Questions about Beam-Column Joints”, ACI Structural Journal, Vol.89, No.1, 1992, pp.27-36.Google Search