[1] Thoresen, C. A. (2019). Port Designers Handbook. 4th Ed. London: ICE Publishing. [2] ASCE. (2016). Minimum design loads for buildings and other structures. ASCE/SEI 7-16, Reston, VA. [3] ACI (American Concrete Institute). (2014a). Building code requirements for structural concrete. ACI 318-14, Farmington Hills, MI. [4] AISC (American Institute of Steel Construction). (2016). Specification for structural steel buildings. ANSI/AISC 360-16, Chicago. [5] EN 1997, Eurocode 7 — Geotechnical design., European Committee for Standardization, Brussels. [6] BSI (British Standards Institute). (2010). British standard: Maritime works: Code of practice for the design of quay walls, jetties and dolphins. BS-6349-2 2010, London. [7] OCDI. (2002), Technical Standards and Commentaries for Port and Harbour Facilities in Japan, The Overseas Coastal Development Institute of Japan.   Harn, R. E. (2004, August). Displacement design of marine structures on batter piles. In 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada (No. 543). [11] POLA (Port of Los Angeles). (2010). The Port of Los Angeles code for seismic design, upgrade and repair of container wharves, City of LA Harbor Dept., Los Angeles. [12] POLB (Port of Long Beach). (2012). The Port of Long Beach wharf design criteria, Long Beach, CA. [13] MOTEMS. (2011). Marine oil terminals engineering and maintenance standards. California Building Code 2010, Long Beach, CA. [14] PIANC. (2001). Seismic design guidelines for port structures. Rep. WG 34, MarCom, International Navigation Association, Brussels, Belgium. 8 ،.15 1 ASCE. (2014). Seismic design of piers and wharves. ASCE/COPRI 61-14, Reston, VA. [17] Kimiaei, M., Shayanfar, M. A., El Naggar, M. H., & Aghakouchak, A. A. (2004). Non linear seismic pile soil structure interaction analysis of piles in offshore platforms. In ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering (pp. 9-16). American Society of Mechanical Engineers. [18] Stephens, J. E., and McKittrick, L. R. (2005). Performance of steel pipe pile-to-concrete bent cap connections subject to seismic or high transverse loading: Phase 2. Civil Engineering Department, Montana State University, Report No. FHWA/MT-05-001/8144, March, Bozeman, MT. [19] Montejo, L.A., Gonzalez-Roman, L.A., Kowalsky, M.J., (2013), Seismic Performance Evaluation of Reinforced Concrete-Filled Steel Tube Pile/Column Bridge Bents, Department of Engineering Science and Materials, University of Puerto Rico.  www.cpjournals.com                                                                                                       نشریه عمران و پروژه                                            1398 مرداد  ،2 شماره   ، اول سال  67  [20] Brown, N.K, Kowalsky, M.J., Nau J.M., (2004), Strain Limits for Concrete Filled Steel Tubes in AASHTO Seismic Provisions, North Carolina State University Raleigh, North Carolina, Prepared for Alaska Department of Transportation. [21] Fulmer S.J., Kowalsky M.J, and Nau J.M, (2013), Seismic Performance of Steel Pipe Pile to Cap Beam Moment Resisting Connections. North Carolina State University Raliegh, North Carolina. Prepared for Alaska Department of Transportation. [22] Tomlinson, M. and Woodward, J. (2014). Pile Design and Construction Practice, 6th Ed., CRC Publishing, London. [23] Moehle, J. (2014). Seismic design of reinforced concrete buildings. McGraw Hill Professional. [24] Mander, J.B., Priestley, M.J. and Park, R., (1998). Theoretical stress-strain model for confined concrete. Journal of structural engineering, 114(8), pp.1804-1826. [25] Sakai, J. and Kawashima, K., (2006). Unloading and reloading stress–strain model for confined concrete. Journal of Structural Engineering, 132(1), pp.112-122.