Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Choi, D.-H., Gwon, S.-G., Yoo, H., and Na, H.-S. (2013). “Nonlinear static analysis of continuous multi-span suspension Bridges.” International Journal of Steel Structures, Vol. 13, No. 1, pp. 103-115.10.1007/s13296-013-1010-0Choi, D.-H., Gwon, S.-G., Yoo, H., and Na, H.-S. (2013). “Nonlinear static analysis of continuous multi-span suspension Bridges.” International Journal of Steel Structures, Vol. 13, No. 1, pp. 103-115.DOI
2 
Choi, D.-H., Gwon, S.-G., and Na, H.-S. (2014). “Simplified analysis for preliminary design of towers in suspension bridges.” IJournal of Bridge Engineering, ASCE, 10.1061/(ASCE)BE.1943–5592.0000551.10.1061/(ASCE)BE.1943-5592.0000551Choi, D.-H., Gwon, S.-G., and Na, H.-S. (2014). “Simplified analysis for preliminary design of towers in suspension bridges.” IJournal of Bridge Engineering, ASCE, 10.1061/(ASCE)BE.1943–5592.0000551.DOI
3 
Cobo del Arco, D. and Aparicio, A. C. (2001). “Preliminary static analysis of suspension bridges.” Engineering Structures, Vol. 23, pp. 1096-1103.10.1016/S0141-0296(01)00009-8Cobo del Arco, D. and Aparicio, A. C. (2001). “Preliminary static analysis of suspension bridges.” Engineering Structures, Vol. 23, pp. 1096-1103.DOI
4 
ENVICO Consultant Co., Ltd. (2009). The design report of the New Millennium Bridge.ENVICO Consultant Co., Ltd. (2009). The design report of the New Millennium Bridge.Google Search
5 
Feng, Z., Zhao, A., Song, J. and Yang, Y. (2012). “Research on parametric modeling and computing of multi-tower suspension bridge based on ANSYS.” Engineering Science, Vol. 10, No. 3, pp. 49-54.Feng, Z., Zhao, A., Song, J. and Yang, Y. (2012). “Research on parametric modeling and computing of multi-tower suspension bridge based on ANSYS.” Engineering Science, Vol. 10, No. 3, pp. 49-54.Google Search
6 
Gimsing, N. J. (1998). Cable supported bridges : Concept and design, 2nd Edition, John Wiley & Sons, London.Gimsing, N. J. (1998). Cable supported bridges : Concept and design, 2nd Edition, John Wiley & Sons, London.Google Search
7 
Irvine, H. M. (1981). Cable structures, MIT Press, Massachusetts.Irvine, H. M. (1981). Cable structures, MIT Press, Massachusetts.Google Search
8 
Nogami, K., Okubo, A. and Morizono, Y. (2010). “Elasto-plastic behaviors and ultimate strength of 4 super long-span suspension bridges.” Journal of Structural Engineering, JSCE, Vol. 56A, pp. 1-10.Nogami, K., Okubo, A. and Morizono, Y. (2010). “Elasto-plastic behaviors and ultimate strength of 4 super long-span suspension bridges.” Journal of Structural Engineering, JSCE, Vol. 56A, pp. 1-10.Google Search
9 
Nogami, K., Someya, A. and Yamasawa, T. (2006). “Elasto-plastic behaviors of four long-span suspension bridges and practical rigidity of towers.” Journal of Structural Engineering, JSCE, Vol. 52, pp. 901-912.Nogami, K., Someya, A. and Yamasawa, T. (2006). “Elasto-plastic behaviors of four long-span suspension bridges and practical rigidity of towers.” Journal of Structural Engineering, JSCE, Vol. 52, pp. 901-912.Google Search
10 
Ohshima, H., Sato, K. and Watanabe, R. (1984). “Structural analysis of suspension bridges.” Journal of Engineering Mechanics, Vol. 110, No. 3, pp. 392-404.10.1061/(ASCE)0733-9399(1984)110:3(392)Ohshima, H., Sato, K. and Watanabe, R. (1984). “Structural analysis of suspension bridges.” Journal of Engineering Mechanics, Vol. 110, No. 3, pp. 392-404.DOI
11 
Petersen, C. (1993). Stahlbau, 3rd Edition, Vieweg Verlag, Brauns- chweig, Germany.Petersen, C. (1993). Stahlbau, 3rd Edition, Vieweg Verlag, Brauns- chweig, Germany.Google Search
12 
Rubin, H. and Vogel, U. (1982). “Baustatik ebener stabwerke.” Stahlbau Handbuch, Stahlbau-Verlags-GmbH, Cologne, Germany, pp. 196-206 (in German).Rubin, H. and Vogel, U. (1982). “Baustatik ebener stabwerke.” Stahlbau Handbuch, Stahlbau-Verlags-GmbH, Cologne, Germany, pp. 196-206 (in German).Google Search
13 
Song, L., Zhang, Z., Ma, R. and Chen, A. (2012). “Stability analysis on middle steel pylon of taizhou yangtze river bridge.” Proceedings of 18th Congress of IABSE, Seoul, pp. 573-574.Song, L., Zhang, Z., Ma, R. and Chen, A. (2012). “Stability analysis on middle steel pylon of taizhou yangtze river bridge.” Proceedings of 18th Congress of IABSE, Seoul, pp. 573-574.Google Search
14 
Stavridis, L. T. (2008). “A simplified analysis of the behavior of suspension bridges under live load.” Structural Engineering and Mechanics, Vol. 30, No. 5, pp. 559-576.10.12989/sem.2008.30.5.559Stavridis, L. T. (2008). “A simplified analysis of the behavior of suspension bridges under live load.” Structural Engineering and Mechanics, Vol. 30, No. 5, pp. 559-576.DOI
15 
Timoshenko, S. P. and Young, D. H. (1965). Theory of Structures, 2nd Edition, McGraw-Hill Book Company, New York.Timoshenko, S. P. and Young, D. H. (1965). Theory of Structures, 2nd Edition, McGraw-Hill Book Company, New York.Google Search
16 
Wang, D., Zhang, Z. and Chen, A. (2012). “Wind-resistant study on the steel middle pylon of taizhou yangtze river bridge.” Proceedings of 18th Congress of IABSE, Seoul, pp. 262-263.Wang, D., Zhang, Z. and Chen, A. (2012). “Wind-resistant study on the steel middle pylon of taizhou yangtze river bridge.” Proceedings of 18th Congress of IABSE, Seoul, pp. 262-263.Google Search
17 
Wollmann, G. P. (2001). “Preliminary analysis of suspension bridges,” Journal of Bridge Engineering, ASCE, Vol. 6, No. 4, pp. 227-233.10.1061/(ASCE)1084-0702(2001)6:4(227)Wollmann, G. P. (2001). “Preliminary analysis of suspension bridges,” Journal of Bridge Engineering, ASCE, Vol. 6, No. 4, pp. 227-233.DOI
18 
Yoshida, O., Okuda. M. and Moriya T. (2004). “Structural characteristics and applicability of four-span suspension bridge.” Journal of Bridge Engineering, ASCE, Vol. 9, No. 5, pp. 453-463.10.1061/(ASCE)1084-0702(2004)9:5(453)Yoshida, O., Okuda. M. and Moriya T. (2004). “Structural characteristics and applicability of four-span suspension bridge.” Journal of Bridge Engineering, ASCE, Vol. 9, No. 5, pp. 453-463.DOI
19 
Zhang, Q., Tang, H. Q. and Yang, G. W. (2012). “Selection of a structural system for a three-tower suspension bridge of maanshan yangtze river highway bridge.” Structural Engineering International, Vol. 22, No. 1, pp. 139-143.101686612X13216060213590Zhang, Q., Tang, H. Q. and Yang, G. W. (2012). “Selection of a structural system for a three-tower suspension bridge of maanshan yangtze river highway bridge.” Structural Engineering International, Vol. 22, No. 1, pp. 139-143.DOI
20 
Zhu, M., Ji, L. and Ruan, J. (2012). “Key technology of middle pylon design in three-pylon multi-span suspension bridge.” Proceedings of 18th Congress of IABSE, Seoul, pp. 428-429.Zhu, M., Ji, L. and Ruan, J. (2012). “Key technology of middle pylon design in three-pylon multi-span suspension bridge.” Proceedings of 18th Congress of IABSE, Seoul, pp. 428-429.Google Search