Skip to main content
Log in

Running Safety and Behavior Tests for a Scaled-Down Railway Vehicle Crossing a Floating Bridge

  • Railroad Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

This paper proposes a test method to evaluate the operability of railway vehicles crossing floating bridges. To inspect the dynamic response of the floating bridge to the railway vehicle, the test setup was separated into wave tank and shake table tests. A scaled-down model representing a unit length of the floating bridge span was manufactured for the wave tank test. Several harmonic waves were artificially created and the displacement at the center above the top surface was measured using an optical position sensor. The response of the floating structure was analyzed to extract the relative amplitude versus the input wave for sway, heave, and roll. The harmonic motions using these responses were simultaneously used as input signals for a six-degree-of-freedom shake table. The scaled-down bogie model ran back and forth repeatedly on the railway placed on the shake table. The acceleration measured from the railway vehicle was analyzed to evaluate the running safety and behavior. All tests were performed without allowing derailment and showed sufficient margin to satisfy the running safety and behavior standards. The proposed test method was successfully conducted and showed a remarkable potential to evaluate the operation of railway vehicles on floating bridges under various wave conditions.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Allen PD, Iwnicki SD (2001) The critical speed of a railway vehicle on a roller rig. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 215(2):55–64, DOI: 10.1243/0954409011531396

    Google Scholar 

  • Andrade AR, Teixeira PF (2011) Uncertainty in rail-track geometry degradation: Lisbon-Oporto line case study. Journal of Transportation Engineering 137(3):193–200, DOI: 10.1061/(ASCE)TE.1943-5436.0000206

    Google Scholar 

  • ANSYS AQWA (2013) Ansys Aqwa. Ansys, Retrieved February 28, 2019, https://www.ansys.com/products/structures/ansys-aqwa

    Google Scholar 

  • Chang M (2018) Application studies on structural modal identification toolsuite for seismic response of shear frame structure. Journal of Earthquake Engineering of South Korea 22(3):201–210, DOI: 10.5000/EESK.2018.22.3.201

    Google Scholar 

  • Chang M, Choi G, Lee PS, Seo SI, Mun HS (2019) Evaluation of response amplitude operator for scaled model of floating fridge. Proceedings of 29th international offshore and polar engineering conference, June 16–21, Honolulu, HI, USA

    Google Scholar 

  • Chang M, Kim JK (2019) Pseudo-dynamic test for soil-structure interaction analysis using shake tables. KSCE Journal of Civil Engineering 23(5):2313–2323, DOI: 10.1007/s12205-019-1631-8

    Google Scholar 

  • Chang M, Pakzad SN (2014) Observer Kalman filter identification for output-only systems using interactive structural modal identification toolsuite. Journal of Bridge Engineering 19(5):04014002, DOI: 10.1061/(ASCE)BE.1943-5592.0000530

    Google Scholar 

  • Galvín P, Romero A, Domínguez J (2010) Fully three-dimensional analysis of high-speed train-track-soil-structure dynamic interaction. Journal of Sound and Vibration 329(24):5147–5163, DOI: 10.1016/ j.jsv.2010.06.016

    Google Scholar 

  • Harrison JA, Cooper TR, Lawrence L, Williams B, Ketchum CD, Sleavin J (2017) Integration of light rail on the I-90 floating bridge across lake Washington. Transportation Research Record 2607(1):74–81, DOI: 10.3141/2607-10

    Google Scholar 

  • Iwnicki S (2006) Handbook of railway vehicle dynamics. CRC Press, Boca Raton, FL, USA, 825–868

    Google Scholar 

  • Jaschinski A, Chollet H, Iwnicki S, Wickens A, Würzen J (1999) The application of roller rigs to railway vehicle dynamics. Vehicle System Dynamics 31(5-6):345–392, DOI: 10.1076/vesd.31.5.345.8360

    Google Scholar 

  • Juang JN, Pappa RS (1985) An eigensystem realization algorithm for modal parameter identification and model reduction. Journal of Guidance, Control, and Dynamics 8(5):620–627, DOI: 10.2514/3.20031

    MATH  Google Scholar 

  • KMA (2018) Monthly weather information of offshore vessels. Korea Meteorological Administration, Retreived December 31, 2018, https://www.kma.go.kr/communication/webzine/marine.jsp

    Google Scholar 

  • Lamas-Pardo M, Iglesias G, Carral L (2015) A review of Very Large Floating Structures (VLFS) for coastal and offshore uses. Ocean Engineering 109:677–690, DOI: 10.1016/j.oceaneng.2015.09.012

    Google Scholar 

  • Lee JH, Seo SI, Mun HS (2016) Seismic behaviors of a floating submerged tunnel with a rectangular cross-section. Ocean Engineering 127:32–47, DOI: 10.1016/j.oceaneng.2016.09.033

    Google Scholar 

  • Mousaviraad SM, Carrica PM, Stern F (2010) Development and validation of harmonic wave group single-run procedure for RAO with comparison to regular wave and transient wave group procedures using URANS. Ocean Engineering 37(8-9):653–666, DOI: 10.1016/ j.oceaneng.2010.01.001

    Google Scholar 

  • Polach O (2006) On non-linear methods of bogie stability assessment using computer simulations. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 220(1):13–27, DOI: 10.1243/095440905X33251

    Google Scholar 

  • Ramachandran GKV, Robertson A, Jonkman JM, Masciola MD (2013) Investigation of response amplitude operators for floating offshore wind turbines. No. NREL/CP-5000-58098, National Renewable Energy Lab.(NREL), Golden, CO, USA

    Google Scholar 

  • Sahu A, Yadav N, Sudhakar K (2016) Floating photovoltaic power plant: A review. Renewable and Sustainable Energy Reviews 66:815–824, DOI: 10.1016/j.rser.2016.08.051

    Google Scholar 

  • Seif MS, Inoue Y (1998) Dynamic analysis of floating bridges. Marine Structures 11(1-2):29–46, DOI: 10.1016/S0951-8339(97)00012-9

    Google Scholar 

  • Shixiao F, Weicheng C, Xujun C, Cong W (2005) Hydroelastic analysis of a nonlinearly connected floating bridge subjected to moving loads. Marine Structures 18(1):85–107, DOI: 10.1016/j.marstruc. 2005.05.001

    Google Scholar 

  • Song MK, Noh HC, Choi CK (2003) A new three-dimensional finite element analysis model of high-speed train-bridge interactions. Engineering Structures 25(13):1611–1626, DOI: 10.1016/S0141-0296(03)00133-0

    Google Scholar 

  • Suzuki H (2005) Overview of Megafloat: Concept, design criteria, analysis, and design. Marine Structures 18(2):111–132, DOI: 10.1016/j.marstruc.2005.07.006

    Google Scholar 

  • Taghipour R, Fu S, Moan T (2006) Validated two and three dimensional linear hydroelastic analysis using standard software. Proceedings of 16th international offshore and polar engineering conference, May 28-June 2, San Francisco, CA, USA

    Google Scholar 

  • Takagi K, Yano W (2003) Analysis of hydroelastic behavior of a very large mobile offshore structure in waves. Proceedings of 18th international workshop on water waves and floating bodies, April 6–9, Le Croisic, France

    Google Scholar 

  • UIC Code 518 (2009) Testing and approval of railway vehicles from the point of view of their dynamic behaviour-safety-track fatigue-running behaviour, 4th edition. International Union Railways, Paris, France, 32–50

    Google Scholar 

  • Van Overschee P, De Moor B (1994) N4SID: Subspace algorithms for the identification of combined deterministic-stochastic systems. Automatica 30(1):75–93, DOI: 10.1016/0005-1098(94)90230-5

    MathSciNet  MATH  Google Scholar 

  • Wang CM, Tay ZY (2011) Very large floating structures: Applications, research and development. Procedia Engineering 14:62–72, DOI: 10.1016/j.proeng.2011.07.007

    Google Scholar 

  • Wang Q, Wang JT, Jin F, Chi FD, Zhang CH (2011) Real-time dynamic hybrid testing for soil-structure interaction analysis. Soil Dynamics and Earthquake Engineering 31(12):1690–1702, DOI: 10.1016/ j.soildyn.2011.07.004

    Google Scholar 

  • Watanabe E, Utsunomiya T, Wang CM (2004) Hydroelastic analysis of pontoon-type VLFS: A literature survey. Engineering Structures 26(2):245–256, DOI: 10.1016/j.engstruct.2003.10.001

    Google Scholar 

  • Xia H, Cao YM, De Roeck G (2010) Theoretical modeling and characteristic analysis of moving-train induced ground vibrations. Journal of Sound and Vibration 329(7):819–832, DOI: 10.1016/ j.jsv.2009.10.007

    Google Scholar 

  • Yang YB, Yau JD (1997) Vehicle-bridge interaction element for dynamic analysis. Journal of Structural Engineering 123(11):1512–1518, DOI: 10.1061/(ASCE)0733-9445(1997)123:11(1512)

    Google Scholar 

  • Zhai WM, Cai CB (2002) Train/track/bridge dynamic interactions: Simulation and applications. Vehicle System Dynamics 37(sup1): 653–665, DOI: 10.1080/00423114.2002.11666270

    Google Scholar 

  • Zhang HC, Xu DL, Liu CR, Wu YS (2017) A floating platform with embedded wave energy harvesting arrays in regular and irregular seas. Energies 10(9):1348, DOI: 10.3390/en10091348

    Google Scholar 

Download references

Acknowledgements

This research was supported by a grant from the R&D Program of the Korea Railroad Research Institute, Republic of Korea. We deeply appreciate the experimental support and comments on the wave tank test received from Professor Phil-Seung Lee at KAIST and Gulgi Choi at Taesung S&E. We are also grateful to Sun Chun Kim at Dawonsys Co., for experimental support with the shake table test.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Minwoo Chang.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Chang, M., Seo, S.I. & Mun, H.S. Running Safety and Behavior Tests for a Scaled-Down Railway Vehicle Crossing a Floating Bridge. KSCE J Civ Eng 24, 1750–1762 (2020). https://doi.org/10.1007/s12205-020-0968-3

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s12205-020-0968-3

Keywords

Navigation