Structural Behavior Evaluation of a Cable-Stayed Bridge Subjected to Aircraft Impact: A Numerical Study |
Choi, Keunki
(Department of Civil and Environmental Engineering, Dankook University)
Lee, Jungwhee (Department of Civil and Environmental Engineering, Dankook University) Chung, Chul-Hun (Department of Civil and Environmental Engineering, Dankook University) An, Dongwoo (Railroad Division, Dohwa Engineering Co., Ltd.) Yoon, Jaeyong (Department of Civil and Environmental Engineering, Dankook University) |
1 | Chung, C.H., Lee, J., Gil, J.H. (2014) Structural Performance Evaluation of a Precast Prefabricated Bridge Column under Vehicle Impact Loading, Struct. Infra. Eng., 10(6), pp.777~791. DOI |
2 | EDF (1998) Rules for the Design and Contruction of Nuclear Power Plants, Rep.RCC-G85-Rev2., Electricite de France, France. |
3 | Zhou, D., Li, R., Wang, J., Guo, C. (2017) Study on Impact Behavior and Impact Force of Bridge Pier Subjected to Vehicle Collision, Shock Vib., ID 7085392, pp.1~12. |
4 | Yoon, J. (2002) Finite Element Model Updating for Cable Stayed Bridge using Ambient Vibration, Ph.D Thesis, Seoul National University, Republic of Korea. |
5 | Gholipour, G., Zhang, C., Mousavi, A.A. (2020) Nonlinear Numerical Analysis and Progressive Damage Assessment of a Cable-Stayed Bridge Pier Subjected to Ship Collision, Mar. Struct., 69:102662, pp.1~21. |
6 | Korea Airports Corporation(KAC) (2020) Statistics from 2019. 07.01.~2020.06.01. (Internet) Available: HYPERLINK "https//www.airport.co.kr/www/cms/frCon/index.do\?MENU_ID=1250"https://www.airport.co.kr/www/cms/frCon/index.do?MENU_ID=1250. |
7 | USNRC (1997) Factors to be Considered when Evaluating Sites, 10 CFR 100., United States Nuclear Regulatory Commision (USNRC). |
8 | Guo, X., Zhang, C., Chen, Z. (2020) Dynamic performance and damage evaluation of a scoured double-pylon cable-stayed bridge under ship impact, Eng. Struct., 216:110772, pp.1~17. |
9 | Cao, R., Agrawal, A.K., Sherif, E.T., Xu, X., Wong, W. (2019) Heavy Truck Collision with Bridge Piers: Computational Simulation Study, J. Bridge Eng., 24(6):04019052, pp.1~12. |
10 | Fan, W., Shen, D., Huang, X., Sun, Y. (2020) Reinforced Concrete Bridge Structures under Barge Impacts: FE Modeling, Dynamic Behaviors, and UHPFRC-based Strengthening, Ocean Eng., 216:108116, pp.1~18. |
11 | Kim, J.H., Lee, N.H., Phan, D.H., Kim, S.B., Lee, K.W. (2010) Development of Performance Based Resistance Capacity Evaluation Method for RC Compression Member under Vehicle Impact Load, J. Korea Concr. Inst., 22(4), pp.535~546. DOI |
12 | Omar, I.A., Mohamed, A.E. (2017) Perfomance of Bridge Piers under Vehicle Collision, Eng. Struct., 140, pp.337~352. DOI |
13 | PTI (2007) Recommendation for Stay Cable Design, Testing and Installation., Post-Tensioning Institue(PTI). |
14 | Woo, K.S., Kim, J.I., Ra, J.S., Ahn, S.S. (2004) Dynamic Impact Load and Performance Evaluation of Concrete Rigid Barriers, KSCE J. Civil Eng., 24(5A), pp.1053~1063. |
15 | Lee, K.H. (2020b) Vessel Collision Analysis of an Underwater Slope using Coupled Eulerian Lagrangian Scheme 2: Parametric Study, J. Comput. Struct. Eng. Inst. Korea, 33(1), pp.25~33. DOI |
16 | KINS (2009) Evaluation and assess procedure of the aircraft impact, KINS/HR-986., Korea Institute of Nuclear Safety (KINS). |
17 | KINS (2016) Safety Review Guidelines for Light Water Reactors, KINS/GE-N001., Korea Institute of Nuclear Safety(KINS). |
18 | Gholipour, G., Zhang, C., Mousavi, A.A. (2018) Effect of Axial Load on Nonlinear Response of RC Columns Subjected to Lateral Impact Load: Ship-Pier Collision, Eng. Fail. Anal., 91, pp.397~418. DOI |
19 | Lee, H.J., Kim, B.J. (2007) A Study on the Application of Material Properties in Ship Collision Analysis, Proc. Annual Meeting SNAK, pp.1050~1057. |
20 | Kim, W.S., Kim, K.K., Lee, J.H. (2014) A Comparison Study of Direct Impact Analysis of Vehicle to Concrete Pier and In-Direct Impact Analysis using Load-Time History Functions, J. Comput. Struct. Eng. Inst., 27(6), pp.533~542. DOI |
21 | Lee, K.H. (2020a) Vessel Collision Analysis of an Underwater Slope using Coupled Eulerian Lagrangian Scheme 1: Development of Analysis Model, J. Comput. Struct. Eng. Inst. Korea, 33(1), pp.17~23. DOI |
22 | LSTC (2020) LS-DYNA Keyword User's Manual, Livermore Software Technology Corporation(LSTC), CA, USA. |
23 | MOLIT (2016) Korean Highway Bridge Design Code(Limit State Design) for Cable-Supported Bridge, Ministry of Land, Infrastructure and Transport(MOLIT). |
24 | Park, K.S., Noh, N.H., Lee. J. (2014) Impact Performance Evaluation of MASH TL4 Bridge Barrier, Int. J. Crashworthness, 19(6), pp.624~638. DOI |
25 | USNRC (2009) Aircraft Impact Assessment, 10 CFR 50.150., United States Nuclear Regulatory Commision(USNRC). |
26 | Park, W., Park, J., Kim, H.K. (2015) Candidate Model Construction of a Cable-Stayed Bridge using Parameterised Sensitivity-Based Finite Element Model Updating, Struct. Infrastruct. Eng., 11, pp.1163~1177. DOI |