Dynamic Response Analysis of Coastal Piled Bridge Pier Subjected to Current, Wave and Earthquake Actions with Different Structure Orientations
Source abstract
Abstract
Abstract The goal of the experiment described in this paper was to examine the effects of structure orientation (0°–90°) and fluid–structure interaction (FSI) under combined water loads, represented by water current and waves, and earthquake actions, on the dynamic response of a reduced-scale bridge pier specimen with pile foundation. The peak relative displacement and peak acceleration of the specimen are measured using the first time innovative in Iraq, Reality Water–Structure–Earthquake Interaction Test (RWSEIT). The findings are given and analyzed concerning water depths, current speed, wave characteristics, earthquake amplitudes, and structural orientations. A numerical model of the examined specimen with three dimensions (3D) was constructed, and the findings were successfully confirmed using the data from the experiments. A pile foundation bridge pier's 3D structural response under orientations that cannot be tested in a lab was computed using the constructed numerical model. The complicated dynamically produced FSI effects on the response of coastal pile foundation bridges may be better understood according to the research's experimental and numerical findings.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Dam Engineering and Safety · Geotechnical Engineering and Underground Structures · Seismic Performance and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (33)
Show source-provided references
1. AbdelSalam, S. S., Sritharan, S., & Suleiman, M. T. (2010). Current design and construction practices of bridge pile foundations with emphasis on implementation of LRFD. Journal of Bridge Engineering, 15(6), 749–758.10.1061/(ASCE)BE.1943-5592.0000118 ↗
2. Al-Baghdadi, H. (2014). Nonlinear dynamic response of reinforced concrete buildings to skew seismic excitation. Ph.D. diss., Ph. D. Thesis, Department of Civil Eng., College of Eng., University of Baghdad.
3. Al-Khafaji, M. S., Mohammed, A. S., & Salman, M. A. (2021). ANSYS-based structural analysis study of elevated spherical tank exposed to earthquake. Engineering and Technology Journal, 39(6), 870–883.10.30684/etj.v39i6.460 ↗
4. Al-Taie, A. J., & Albusoda, B. S. (2019). Earthquake hazard on Iraqi soil: Halabjah earthquake as a case study. Geodesy and Geodynamics, 10(3), 196–204.10.1016/j.geog.2019.03.004 ↗
5. Chakrabarti, S. K. (1987). Hydrodynamics of offshore structures. Ashurst: WIT press.
6. Chun, Y., Ryu, E., Lee, Y., Kim, H., & Shin, Y. (2022). Experimental and analytical studies for the size effect on the axial strength of high-strength concrete walls with various fire-damaged areas. International Journal of Concrete Structures and Materials, 16(1), 1–14.10.1186/s40069-022-00519-7 ↗
7. Crespi, P., Zucca, M., Valente, M., & Longarini, N. (2022). Influence of corrosion effects on the seismic capacity of existing RC bridges. Engineering Failure Analysis, 140, 106546.10.1016/j.engfailanal.2022.106546 ↗
8. Ding, Y., Ma, R., & Li, N. (2015). A simulation model for three-dimensional coupled wave-current flumes. Eng Mech., 32(10), 68–74.
9. Ding, Y., Ma, R., Shi, Y. D., & Li, Z. X. (2018). Underwater shaking table tests on bridge pier under combined earthquake and wave-current action. Marine Structures, 58, 301–320.10.1016/j.marstruc.2017.12.004 ↗
10. Hameed, F. (2019). Seismic Behavior of Concrete-Steel Composite Walls. PhD diss., Ph. D. Thesis, Department of Civil Engineering, College of Engineering, University of Al- Nahrain.
11. Huang, X. (2011). Mechanism of water-bridge pier dynamic interaction and nonlinear seismic responses of bridges in deep water. Tianjin: Tianjin Univ. in Chinese.
12. Huang, Y., Wang, P., Zhao, M., Zhang, C., & Du, X. (2022). Dynamic response of sea-crossing bridge under combined seismic and wave-current action. Structures. Amsterdam: Elsevier.
13. Ji, Z., Fan, L., Zhao, D., Zhu, B., Kang, A., & Li, Z. (2019). Study on computational method of wave force on large-scale rectangular steel boxed cofferdam. Railway Constr Technol, 36(3), 1–6.
14. Jiang, H., Wang, B., Bai, X., Zeng, C., & Zhang, H. (2017). Simplified expression of hydrodynamic pressure on deepwater cylindrical bridge piers during earthquakes. Journal of Bridge Engineering, 22(6), 04017014.10.1061/(ASCE)BE.1943-5592.0001032 ↗
15. Kim, T. H., Seong, D. J., & Shin, H. M. (2012). Seismic performance assessment of hollow reinforced concrete and prestressed concrete bridge columns. International Journal of Concrete Structures and Materials, 6(3), 165–176.10.1007/s40069-012-0015-y ↗
16. Li, Q., & Yang, W. (2013). An improved method of hydrodynamic pressure calculation for circular hollow piers in deep water under earthquake. Ocean Engineering, 72, 241–256.10.1016/j.oceaneng.2013.07.001 ↗
17. Li, Z. X., Wu, K., Shi, Y., Ning, L., & Yang, D. (2019). Experimental study on the interaction between water and cylindrical structure under earthquake action. Ocean Engineering, 188, 106330.10.1016/j.oceaneng.2019.106330 ↗
18. Liu, L. (2017). Research on computing method of wave-current force on sea-crossing bridge substructures. Southwest Jiaotong Uni., Chengdu.
19. Mohammed, A. S. (2019). Validation of Finite Element Modeling for Rectangular Reinforced Concrete Beams with Web Openings. Journal of Engineering and Sustainable Development, 23(3), 89–98.10.31272/jeasd.23.3.7 ↗
20. Morison, J. R., Johnson, J. W., & Schaaf, S. A. (1950). The force exerted by surface waves on piles. Journal of Petroleum Technology, 2, 149–154.10.2118/950149-G ↗
21. Pang, Y., Kai, W., Yuan, W., & Shen, G. (2015). Effects of dynamic fluid-structure interaction on seismic response of multi-span deep water bridges using fragility function method. Advances in Structural Engineering., 18(4), 525–541.10.1260/1369-4332.18.4.525 ↗
22. Park, J. C., Kim, M. H., & Miyata, H. (2001). Three-dimensional numerical wave tank simulations on fully nonlinear wave body interactions. Journal of Marine Science and Technology, 6(2), 70–82.10.1007/s773-001-8377-2 ↗
23. Penzien, J., & Kaul, M. K. (1972). Response of offshore towers to strong motion earthquakes. Earthquake Engineering & Structutre Dynamics, 1, 55–68.10.1002/eqe.4290010106 ↗
24. Rajabi, M., Heydari, F., Ghassemi, H., Ketabdari, M. J., & Ghafari, H. (2021). Three-dimensional numerical modeling of a coastal highway bridge under stokes waves. Mathematical Problems in Engineering. https://doi.org/10.1155/2021/839732610.1155/2021/8397326 ↗
25. Song, B., Zheng, F., & Li, Y. (2013). Study on a simplified calculation method for hydrodynamic pressure to slender structures under earthquakes. Journal of Earthquake Engineering, 17(5), 720–735.10.1080/13632469.2013.771592 ↗
26. Wang, P., Zhao, M., Du, X., & Liu, J. (2019). Dynamic response of bridge pier under combined earthquake and wave–current action. Journal of Bridge Engineering, 24(10), 04019095.10.1061/(ASCE)BE.1943-5592.0001471 ↗
27. Wei, C. (2012). Numerical simulation of combined actions of wind and wave and their actions on cylindrical component. Harbin Institute of Technology, Harbin.
28. Xiao, H., Huang, W., Tao, J., & Liu, C. (2013). Numerical modeling of wave forces acting on horizontal cylinder of marine structures by VOF method. Ocean Engineering, 67, 58–67.10.1016/j.oceaneng.2013.01.027 ↗
29. Yang, W., & Li, Q. (2013). The expanded Morison equation considering inner and outer water hydrodynamic pressure of hollow piers. Ocean Engineering, 69, 79–87.10.1016/j.oceaneng.2013.05.008 ↗
30. You, Q. Z., He, P., Dong, X. W., Zhang, X. G., & Wu, S. C. (2008). Sutong bridge—the longest cable-stayed bridge in the world. Structural Engineering International, 18(4), 390–395.10.2749/101686608786455298 ↗
31. Zhang, M. (2006). Vibration analysis of solid-fluid interaction for the pier-river water. M.E. thesis, Dalian Jiaotong Univ., Dalian, China.
32. Zhang, J., Wei, K., Pang, Y., Zhang, M., & Qin, S. (2019). Numerical investigation into hydrodynamic effects on the seismic response of complex hollow bridge pier submerged in reservoir: Case study. Journal of Bridge Engineering, 24(2), 05018016.10.1061/(ASCE)BE.1943-5592.0001340 ↗
33. Zhao, Y., Cao, X., Zhou, Y., Wang, G., & Tian, R. (2020). Lateral load distribution for hollow slab bridge: Field test investigation. International Journal of Concrete Structures and Materials, 14(1), 1–13.10.1186/s40069-020-0397-1 ↗