References
- ABAQUS 6.10 User Manual, Simulia, 2010.
- AASHTO LRFD Bridge Design Specifications, AASHTO, 2010
- Chang, S.P. (2006). Design Guides of Cable Steel Bridges, Korean Society of Civil Engineers. (in Korean)
- Eaton, J.W., Bateman, D. and Hauberg, S. (2013). GNU Octave, https://www.gnu.org/software/octave/
- Fan, W., Yuan, W., Yang, Z. and Fan, Q. (2011). Dynamic Demand of Bridge Structure Subjected to Vessel Impact Using Simplified Interaction Model Analysis and Testing of Piles for Ship Impact Defenses, ASCE Journal of Bridge Engineering, ASCE, 16(1), 117-126. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000139
- Lee, G.H. (2011). A Simplified Bridge-vessel Collision Model Considering with the Rotational Motions of the Vessel. Journal of Korean Society of Civil Engineers, 31(2A), 43-49. (in Korean)
- Lee, G.H. (2016). A study on behaviors of pile protective structures by simplified collision model. Journal of Korean Society of Civil Engineers, in press. (in Korean)
- Lee, G.H. and Hong, K.Y. (2011). A Study for the Evaluation of Ship Collision Forces for the Design of Bridge Pier I : Mean Collision Force. Journal of Korean Society of Civil Engineers, 31(3A), 199-206. (in Korean)
- Lee, G.H., Park, J.S. and Hong, K.Y. (2012). Ship Collision Behaviors of Offshore Wind Tower on Bucket Foundation. Journal of the Korea Society of Disaster Information, 8(2), 138-147. (in Korean)
- Patsch, A., Gerbaudo, C.F. and Carlos, A.P. (2002). Analysis and Testing of Piles for Ship Impact Defenses, ASCE Journal of Bridge Engineering, ASCE, 7(A), 236-244. https://doi.org/10.1061/(ASCE)1084-0702(2002)7:4(236)
- Sajdak, J.A.W. (2004). Analyses of Ship Collisions: Determination of Longitudinal Extent of Damage and Penetration, PhD. Thesis, Virginia Tech.
- Tabri, K. (2010). Dynamics of ship collisions, PhD. Thesis, Aalto Univ.
- Zhu, B., Chen, R. P. Guo, F. J., Kong, L. G. and Chen, Y. M. (2012). Large-Scale Modeling and Theoretical Investigation of Lateral Collisions on Elevated Piles, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 138(4), 461-471. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000623