Brandon, J. E., Chaplin C. R. and Ridge, I. M. L. (2001). “Analysis of a resin socket termination for a wire rope.” J. of Strain Anal. Eng., Vol. 36, No. 1, pp. 71-88.10.1243/0309324011512621Brandon, J. E., Chaplin C. R. and Ridge, I. M. L. (2001). “Analysis of a resin socket termination for a wire rope.” J. of Strain Anal. Eng., Vol. 36, No. 1, pp. 71-88.

Brandon, J. E. and Ridge, I. M. L. (2003). “Comparison of white metal and resin socket terminations for wire ropes.” J. of Strain Anal. Eng., Vol. 38, No. 2, pp. 149-160.10.1243/030932403321163677Brandon, J. E. and Ridge, I. M. L. (2003). “Comparison of white metal and resin socket terminations for wire ropes.” J. of Strain Anal. Eng., Vol. 38, No. 2, pp. 149-160.

Feyrer, K. (2010). Wire ropes - tension, endurance, reliability, Springer, Germany.Feyrer, K. (2010). Wire ropes - tension, endurance, reliability, Springer, Germany.

Flory, J. F., McKenna, H. A. and Gibson, P. T. (1995). “Improvement in potted socket terminations.” OCEANS ’95. MTS/IEEE. Challenges of Our Changing Global Environment. Conference Proceedings, Vol. 2, pp. 1345-1353.Flory, J. F., McKenna, H. A. and Gibson, P. T. (1995). “Improvement in potted socket terminations.” OCEANS ’95. MTS/IEEE. Challenges of Our Changing Global Environment. Conference Proceedings, Vol. 2, pp. 1345-1353.

HSBA-Honshu Shikoku Bridge Autority (1989). HBS 3503 Prefabricated parallel wire strand.HSBA-Honshu Shikoku Bridge Autority (1989). HBS 3503 Prefabricated parallel wire strand.

JSA-Japanese Standard Association (1995). JIS F 3432 Ship’s steel wire sockets.JSA-Japanese Standard Association (1995). JIS F 3432 Ship’s steel wire sockets.

Komura, T., Wada, K., Takano, H. and Sakamoto, Y. (1990). “Study into mechanical properties and design method of large cable sockets.” Structural/Earthquake Eng., JSCE, Vol. 7, No. 2, pp. 251-262.Komura, T., Wada, K., Takano, H. and Sakamoto, Y. (1990). “Study into mechanical properties and design method of large cable sockets.” Structural/Earthquake Eng., JSCE, Vol. 7, No. 2, pp. 251-262.

Korean Agency for Technology Standards (2001). KS D 4101 Carbon steel castings.Korean Agency for Technology Standards (2001). KS D 4101 Carbon steel castings.

NADCA-North American Die Casting Association (2006). NADCA product specification standards for die castings, USA.NADCA-North American Die Casting Association (2006). NADCA product specification standards for die castings, USA.

Podolny, W. and Scalzi, J. B. (1986). Construction and design of cable-stayed bridges, Wiley.Podolny, W. and Scalzi, J. B. (1986). Construction and design of cable-stayed bridges, Wiley.

Seo, J. W., Jung, W., Cho, E. K. and Yoo, H. (2010). “Parametric analysis to determine optimum geometries of PPWS sockets in cable-suspension bridges.” 2010 Annual Conference of Korean Society of Steel Construction, pp. 35-36 (in Korean).Seo, J. W., Jung, W., Cho, E. K. and Yoo, H. (2010). “Parametric analysis to determine optimum geometries of PPWS sockets in cable-suspension bridges.” 2010 Annual Conference of Korean Society of Steel Construction, pp. 35-36 (in Korean).

Simulia (2010). ABAQUS Analysis user's manual.Simulia (2010). ABAQUS Analysis user's manual.

Verreet, R. (1999). Wire rope end connections, CASAR, Germany.Verreet, R. (1999). Wire rope end connections, CASAR, Germany.

Waisman, H., Montoya, A., Betti, R. and Noyan, L. C. (2011). “Load transfer and recovery length in parallel wires of suspension bridge cables.” J. of Eng. Mech., ASCE, Vol. 137, No. 4, pp. 227-237.10.1061/(ASCE)EM.1943-7889.0000220Waisman, H., Montoya, A., Betti, R. and Noyan, L. C. (2011). “Load transfer and recovery length in parallel wires of suspension bridge cables.” J. of Eng. Mech., ASCE, Vol. 137, No. 4, pp. 227-237.

Wire Rope Technical Board (2005). Wire rope users manual, 4th edition. USA.Wire Rope Technical Board (2005). Wire rope users manual, 4th edition. USA.

Yoo, H., Jung, W. and Seo, J. W. (2010a). “Design and verification of safety factor for PPWS sockets of suspension bridges.” 2010 Annual Conference of Korean Society of Civil Engineers, p. 2517 (in Korean).Yoo, H., Jung, W. and Seo, J. W. (2010a). “Design and verification of safety factor for PPWS sockets of suspension bridges.” 2010 Annual Conference of Korean Society of Civil Engineers, p. 2517 (in Korean).

Yoo, H., Lee, S. H. and Seo, J. W. (2013). “Effect of the tapered angle on the ultimate load factors of PPWS sockets in main cables of suspension bridges.” J. of Civil Eng., KSCE, Vol. 33, No. 1, pp. 47-59 (in Korean).Yoo, H., Lee, S. H. and Seo, J. W. (2013). “Effect of the tapered angle on the ultimate load factors of PPWS sockets in main cables of suspension bridges.” J. of Civil Eng., KSCE, Vol. 33, No. 1, pp. 47-59 (in Korean).

Yoo, H., Seo, J. W. and Lee, S. H. (2011). “Applicability verification of high-strength parallel wire strands by tensile tests.” J. of Civil Eng., KSCE, Vol. 31, No. 6A, pp. 435-447 (in Korean).Yoo, H., Seo, J. W. and Lee, S. H. (2011). “Applicability verification of high-strength parallel wire strands by tensile tests.” J. of Civil Eng., KSCE, Vol. 31, No. 6A, pp. 435-447 (in Korean).

Yoo, H., Seo, J. W., Jung, W. and Lee, S. H. (2010b). “Parametric study of optimum design variables of PPWS socket and stability analysis.” 2010 COSEIK Annual Conference, Computational Structural Engineering Institute of Korea.Yoo, H., Seo, J. W., Jung, W. and Lee, S. H. (2010b). “Parametric study of optimum design variables of PPWS socket and stability analysis.” 2010 COSEIK Annual Conference, Computational Structural Engineering Institute of Korea.