References
- American Institute of Steel Construction (AISC) (2001). Manual of steel construction. 3rd Ed., Vols. 1-2, Chicago
- Architectural Institute of Japan (1993), Recommendations for the Design Fabrication of High Strength Bolted Joints, AIJ
- Architectural Institute of Japan (2003). Guidebook on Design and Fabrication of High Strength Bolted Connections, AIJ, Japan
- Bickford, J. H. (1990). An Introduction to the Design and Behavior of Bolted Joints, Marcel Dekker Inc., Madison Avenue, New York, N.J., USA
- Bickford, J. H. and Nassar, S. (1998). Handbook of bolts and bolted joints, Marcel Dekker Inc., Madison Avenue, New York, N.J., USA
- Dahl, J. S., Lu, L., Fisher, J. W., and Abruzzo, J. (1996). "Comparative Effectiveness of Tightening Techniques for A490 1-1/4 inch Diameter Bolts." Engineering Journal, 33(1), pp. 7-17
- Frank, K. H. and Yura, J. A. (1981). An Experimental Study of Bolted Shear Connections, Office of Research and Development, Federal Highway Administration, Department of Transportation, Washington, D.C
- Fukuoka, T. and Takaki, T. (2004). Evaluations of the Tightening Process of Bolted Joint with Elastic Angle Control Method, Analysis of Bolted Joints, PVP. 478, pp. 11-18
- Lehmen, C. J. (2002). Direct Tension Indicators, Practical Periodical on Structural Design and Construction, pp. 48-51
- Kim, J. H. (2001). An Experimental Study on the Structural Behavior in Friction Type Bolted Joints Clamping by F13T Grade High Strength Bolt, Journal of Architectural Institute of Korea, 17(12)
- Kulak, G. L. and Undershutte, S. T. (1998). "Tension Control Bolts: Strength and Installation." Journal of Bridge Engineering, pp. 15-20 https://doi.org/10.1061/(ASCE)1084-0702(1998)3:1(15)
- Kulak, G. L., Fisher, J. W., and Struik, J. H. A. (2001). Guide to Design Criteria for Bolted and Riveted Joints, 2nd Edition, AISC, Inc
- Li, G., Jiang, S., Yin, Y., Chen, K., and Li, M. (2003). "Experimental Studies on the Properties of Constructional Steel at Elevated Temperatures." Journal of Structural Engineering, pp. 1717-1721 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1717)
- MINITAB Manual (2005). Ver. 14.2
- MINITAB Program (2008). Ver. 15, http://www.minitab.co.kr
- Nah, H. S., Kim, K. S., Lee, H. J., and Kim, W. B. (2008). “Evaluation on Clamping Force of High Strength Bolts by Temperature Parameter.” Journal of Korean Steel Structure, KSSC, 20(3), pp. 399-407
- Oswald, C. J., Dexter, R. J., and Brauer, S. K. (1996). "Field Study of Pretension in Large Diameter A490 Bolts." Journal of Bridge Engineering, pp. 121-126 https://doi.org/10.1061/(ASCE)1084-0702(1996)1:3(121)
- Park, S. H. (2003), Design of Experiments, 5th Edition, Minyoung-sa, Seoul
- Park, Y. M. and Song, T. R. (2000). "Experiments on Slip Coefficients of High Strength Bolt Connection with Weathering Steel (1)." Journal of Korean Steel Structure, 12(2), pp. 167-175
- RCSC committee A.1, American Institute of Steel Construction, Inc. (2000). Specification for Structural Joints Using ASTM A325 or A490 Bolts, Jun. AISC, Inc
- Tamboli, A. R. (1999). Handbook of Structural Steel Connection Design and Details. McGraw-Hill, New York, USA
- Yang, J. G. and Jeon, S. S. (2008). Analytical Models for the Initial Stiffness and Plastic Tensile Load Capacity of a Double Angle Connection Subjected to Tension, International Journal of Steel Structures, KSSC, 8(3), pp. 237-248
- Yang, J. and DeWolf, J. (1999). "Mathematical Model for Relaxation in High Strength Bolted Connections." Journal of Structural Engineering, pp. 803-808 https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(803)
- Yang, J. and DeWolf, J. (2000). "Relaxation in High Strength Bolted Connections using Galvanized Steel." Journal of Bridge Engineering, pp. 99-106 https://doi.org/10.1061/(ASCE)1084-0702(2000)5:2(99)