The Academic Perspective Procedia publishes Academic Platform symposiums papers as three volumes in a year. DOI number is given to all of our papers.
Publisher : Academic Perspective
Journal DOI : 10.33793/acperpro
Journal eISSN : 2667-5862
[1] TBDY, “Türkiye Bina Deprem Yönetmeliği” T.C. Bayındırlık ve İskan Bakanlığlığı, 2018.
[2] Kaynia AM. Dynamic stiffness and seismic response of pile groups. Doctoral dissertation, Massachusetts Institute of Technology; 1982.
[3] Fan K, Gazetas G, Kaynia A, Kausel E, & Ahmad S. Kinematic seismic response of single piles and pile groups. Journal of Geotechnical Engineering, 1991;117(12), 1860-1879.
[4] Kavvads M, & Gazetas G. Kinematic seismic response and bending of free-head piles in layered soil. Geotechnique, 1993;43(2), 207-222.
[5] Castelli F, Maugeri M. and Mylonakis G. Numerical analysis of kineomatic soil-pile interaction. Seismic Conference Commemoreting the 1908 Messine and Reggio Calabria Earthquake. American Institute of Physics 2008;618:625.
[6] Boulanger RW, Curras CJ, Kutter BL, Wilson DW, & Abghari A. Seismic soil-pile-structure interaction experiments and analyses. Journal of geotechnical and geoenvironmental engineering 1999;125(9), 750-759.
[7] Luo C, Yang X, Zhan C, Jin X, & Ding Z. Nonlinear 3D finite element analysis of soil–pile–structure interaction system subjected to horizontal earthquake excitation. Soil Dynamics and Earthquake Engineering 2016;84:145-156.
[8] Zhang L, & Liu H. Seismic response of clay-pile-raft-superstructure systems subjected to far-field ground motions. Soil Dynamics and Earthquake Engineering 2017;101:209-224.
[9] API WSD RP-2A Planing, Designing and Constructing Fixed Offshore Platforms, American Petroleum Institute; 2000.
[10] Reese LC, Cox WR, & Koop FD. Field testing and analysis of laterally loaded piles on stiff clay. In Offshore Technology Conference, OnePetro 1975, May.