REFERENCES

1. Chang SE. Disasters and transport systems: loss, recovery and competition at the Port of Kobe after the 1995 earthquake. J Transp Geogr 2000;8:53-65.

2. Burcharth HF, Bernal A, Blazquez R, et al. Seismic design guidelines for port structures. California; 2001. Available from: https://vbn.aau.dk/en/publications/seismic-design-guidelines-for-port-structures [Last accessed on 26 Sep 2023].

3. Serventi G, Jordan M, Fotinos G, Soderberg E. The design of earthquake damage repairs to wharves before the earthquake occurs. 2004, pp. 1-10.

4. Mondal G, Rai DC. Performance of harbour structures in Andaman Islands during 2004 Sumatra earthquake. Eng Struct 2008;30:174-82.

5. Werner S, Mccullough N, Bruin W, et al. Seismic performance of port de port-au-prince during the haiti earthquake and post-earthquake restoration of cargo throughput. Earthq Spectra 2011;27:387-410.

6. Memari M, Fakher A, Mirghaderi R.

7. Brunet S, de la Llera JC, Jacobsen A, Miranda E, Meza C. Performance of port facilities in Southern Chile during the 27 February 2010 maule earthquake. Earthq Spectra 2012;28:553-79.

8. Smith-Pardo JP, Bardi JC, Ospina CE.

9. Overseas Coastal Area Development Institute of Japan (OCDI). Technical standards and commentaries for port and harbour facilities in Japan. Tokyo; 2009. Available from: https://ocdi.or.jp/en/archives/775 [Last accessed on 26 Sep 2023].

10. Ministry of Transport of the People's Republic of China. Code for seismic design of water transportation engineering (JTS 146-2012). Beijing: China Architecture & Building Press; 2012.

11. American Society of Civil Engineers. Seismic design of piers and wharves (ASCE/COPRI 61-14)-1. Virginia: American Society of Civil Engineers; 2014.

12. Razavi SA, Fakher A, Mirghaderi R.

13. Harn R. Have batter piles gotten a bad rap in seismic zones? (Or everything you wanted to know about batter piles but were afraid to ask). Ports 2004: port development in the changing world; 2004, pp. 1-10.

14. Mito M, Uwabe T, Kitazawa S, Makabe T, Nakahara T. The shaking table tests and sesmic response analysison the pier with isolation system. Proc Civil Eng Ocean 2000;16:469-74.

15. Kilborn J, Harn R, Firat Y. Seismic retrofit of piers supported on battered piles using lead-rubber bearings. Ports 2010: building on the past, respecting the future; 2010, pp. 71-80.

16. Leal J, de la Llera J, Aldunate G. Seismic isolators in pile-supported wharves. Ports 2013: success through diversification, California; 2013, pp. 590-9.

17. Stringer S, Walter C, Pesicka B. An innovative method of enhancing deep water wharf stability. Ports 2013: success through Diversification, California: 2013; pp. 805-14.

18. Fendy J, Rastandi JI, Prakoso WA, Sjah J. Study of dimension variation effect on a batter piled wharf structure with seismic isolation systems. Mater Sci Forum 2020;987:10-4.

19. Davidson BJ, Bell DK, George SF. The implementation of seismic isolation in the retrofit of a large wharf. Bull N Z Soc Earthq Eng 2003;36:208-17.

20. Mayes RL, Buckle IG, Kelly TE, Jones LR. AASHTO seismic isolation design requirements for highway bridges. J Struct Eng 1992;118:284-304.

21. Kawashima K. Seismic isolation of highway bridges. J Japan Assoc Earthq Eng 2004;4:283-97.

22. Ye A, Guan Z. Seismic design of bridges, 2nd ed. Beijing: China Communications Press; 2014.

23. Abaqus. Abaqus 6.14 analysis user’s manual. Dassault Systèmes Simulia Corp; 2014.

24. Smith-Pardo JP, Firat GY.

25. Pacific Earthquake Engineering Research Center. PEER ground motion database. Available from: https://ngawest2.berkeley.edu/ [Last accessed on 26 Sep 2023].

26. Ministry of Transport of the People's Republic of China. Load code for harbour engineering (JTS 144-1-2010). Beijing: China Communications Press; 2010.

27. Ministry of Industry and Information Technology of the People's Republic of China. Rubber fender (HG-T2866-2016). Beijing: Chemical Industry Press; 2016.

28. Mandal S, Rice J, Elmustafa A. Experimental and numerical investigation of the plunge stage in friction stir welding. J Mater Proc Technol 2008;203:411-9.

29. Fueyo JG, Cabezas JA, Domínguez M, Antón N, Villarino A. Energy distribution in dowel-type joints in timber structures when using expansive kits. Forests 2021;12:1200.

30. Quan H, Alderliesten R. The energy dissipation during fatigue crack growth in metallic materials. Eng Fract Mech 2022;269:108567.

31. Su L, Lu J, Elgamal A, Arulmoli AK. Seismic performance of a pile-supported wharf: three-dimensional finite element simulation. Soil Dyn Earthqe Eng 2017;95:167-79.

32. Boyke C, Nagao T. Seismic performance assessment of wide pile-supported wharf considering soil slope and waveform duration. Appl Sci 2022;12:7266.

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