Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
American Institute of Steel Construction (AISC, 2001) Manual of steel construction: Load and Resistance Factor Design (LRFD), 3rdedition, Chicago (IL).American Institute of Steel Construction (AISC, 2001) Manual of steel construction: Load and Resistance Factor Design (LRFD), 3rdedition, Chicago (IL).Google Search
2 
Clemente, I., Noe, S., Rassati, G. A. (2004) Experimental behavior of T-stub connection components for the mechanical modeling of bare steel and composite partially-restrained beam- to-column connections, Connections in Steel Structures V, Amsterdam, June 3-4. Clemente, I., Noe, S., Rassati, G. A. (2004) Experimental behavior of T-stub connection components for the mechanical modeling of bare steel and composite partially-restrained beam- to-column connections, Connections in Steel Structures V, Amsterdam, June 3-4.Google Search
3 
Committee European Normalization (CEN) Eurocode 3 (2003): Design of steel structures - Part 1.8: Design of joints (PREN 1993-1-8:2003), Stage 49 Draft, Brussels.Committee European Normalization (CEN) Eurocode 3 (2003): Design of steel structures - Part 1.8: Design of joints (PREN 1993-1-8:2003), Stage 49 Draft, Brussels.Google Search
4 
Faella, C., Piluso, V., Rizzano, G. (2000) Structural steel semi- rigid connections-Theory, design and software, Boca Raton (FL), CRC Press.Faella, C., Piluso, V., Rizzano, G. (2000) Structural steel semi- rigid connections-Theory, design and software, Boca Raton (FL), CRC Press.Google Search
5 
Green, T. P., Leon, R. T., Rassati, G. A. (2004) Bidirectional tests on partially restrained, composite beam-column connections, Journal of Structural Engineering ASCE, Vol. 130, No. 2, pp. 320-327. http://dx.doi.org/10.1061/(ASCE)0733-9445(2004)130:2(320)Green, T. P., Leon, R. T., Rassati, G. A. (2004) Bidirectional tests on partially restrained, composite beam-column connections, Journal of Structural Engineering ASCE, Vol. 130, No. 2, pp. 320-327.DOI
6 
Hu, J. W., Leon, R. T., Park T. (2010), Analytical investigation on ultimate behaviors for steel heavy clip-angle connections using FE analysis, ISIJ International, Vol. 50, No. 6, pp.  883-892.http://dx.doi.org/10.2355/isijinternational.50.883Hu, J. W., Leon, R. T., Park T. (2010), Analytical investigation on ultimate behaviors for steel heavy clip-angle connections using FE analysis, ISIJ International, Vol. 50, No. 6, pp.  883-892.DOI
7 
Kim, Y. J., Shin, K. J., Kim, W. J. (2008) Effect of stiffener details on behavior of CFT column-to-beam connection, International Journal of Steel Structures KSSC, Vol. 8, pp. 119-133.Kim, Y. J., Shin, K. J., Kim, W. J. (2008) Effect of stiffener details on behavior of CFT column-to-beam connection, International Journal of Steel Structures KSSC, Vol. 8, pp. 119-133.Google Search
8 
Kulak, G. L., Fisher, J. W., Struik, J. H. A. (1987) Guide to design criteria for bolted and riveted joint, 2ndedition, Johns Wiley & Sons.Kulak, G. L., Fisher, J. W., Struik, J. H. A. (1987) Guide to design criteria for bolted and riveted joint, 2ndedition, Johns Wiley & Sons.Google Search
9 
Leon, R. T., Hajjar, J. F., Gustafson, M. A. (1998) Seismic response of composite moment-resisting connections I: Performance, Journal of Structural Engineering ASCE, Vol. 124, No. 8, pp. 868-876.http://dx.doi.org/10.1061/(ASCE)0733-9445(1998)124:8(868)Leon, R. T., Hajjar, J. F., Gustafson, M. A. (1998) Seismic response of composite moment-resisting connections I: Performance, Journal of Structural Engineering ASCE, Vol. 124, No. 8, pp. 868-876.DOI
10 
Leon, R. T. (1997) Seismic performance of bolted and riveted connections. Background reports: metallugy, fracture mechanics, welding, moment connections, and frame system behavior, FEMA publication No. 288, Federal Emergency Management Association(FEMA), Washington (DC), March.Leon, R. T. (1997) Seismic performance of bolted and riveted connections. Background reports: metallugy, fracture mechanics, welding, moment connections, and frame system behavior, FEMA publication No. 288, Federal Emergency Management Association(FEMA), Washington (DC), March.Google Search
11 
Mazzoni, S., Mckenna, F., Fenves, G. L. (2006) OpenSEES command language manual v. 1.7.3, Department of Civil Environ-mental Engineering, University of California, Berkley (CA).Mazzoni, S., Mckenna, F., Fenves, G. L. (2006) OpenSEES command language manual v. 1.7.3, Department of Civil Environ-mental Engineering, University of California, Berkley (CA).Google Search
12 
Pucinotti, R. (2001) Top-and-seat and web angle connections: Prediction via mechanical model,Journal of Constructional Steel Research, Vol. 57, No. 6, pp. 661-694.http://dx.doi.org/10.1016/S0143-974X(01)00007-4Pucinotti, R. (2001) Top-and-seat and web angle connections: Prediction via mechanical model,Journal of Constructional Steel Research, Vol. 57, No. 6, pp. 661-694.DOI
13 
Rassati, G. A., Leon, R. T., Noe, S. (2004) Component modeling of partially restrained composite joints under cyclic and dynamic loading, Journal of Structural Engineering ASCE, Vol. 130, No. 2, pp. 343-351.http://dx.doi.org/10.1061/(ASCE)0733-9445(2004)130:2(343)Rassati, G. A., Leon, R. T., Noe, S. (2004) Component modeling of partially restrained composite joints under cyclic and dynamic loading, Journal of Structural Engineering ASCE, Vol. 130, No. 2, pp. 343-351.DOI
14 
Rex, C. O., Easterling, W. S. (1996) Behavior and modeling of asingle plate bearing on a single bolt, Report No. CE/VPI-ST 96/14, Virginia Polytechnic Institute and State University, Blacksburg (VA).Rex, C. O., Easterling, W. S. (1996) Behavior and modeling of asingle plate bearing on a single bolt, Report No. CE/VPI-ST 96/14, Virginia Polytechnic Institute and State University, Blacksburg (VA).Google Search
15 
Swanson, J. A. (1999) Characterization of the strength, stiffness, and ductility behavior of T-stun connection, Ph.D. Dissertation, Georgia Institute of Technology, Atlanta (GA).Swanson, J. A. (1999) Characterization of the strength, stiffness, and ductility behavior of T-stun connection, Ph.D. Dissertation, Georgia Institute of Technology, Atlanta (GA).Google Search
16 
Swanson, J. A. (2002) Ultimate strength prying models for bolted T-stub connections, Engineering Journal AISC, pp.136-147.Swanson, J. A. (2002) Ultimate strength prying models for bolted T-stub connections, Engineering Journal AISC, pp.136-147.Google Search
17 
Whitmore, R. E. (1952) Experimental investigation of stresses in gusset plates, University of Tennessee Engineering Experiment Station, Bulletin. No.16, MaWhitmore, R. E. (1952) Experimental investigation of stresses in gusset plates, University of Tennessee Engineering Experiment Station, Bulletin. No.16, MaGoogle Search