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Spyrakos, C. C. / Raftoyiannis, I. G. / Credali, L. / Ussia, J. (2014): Experimental and Analytical Study on Reinforced Concrete Beams in Bending Strengthened with FRP. In: The Open Construction and Building Technology Journal, v. 8, n. 1 (Dezember 2014).
https://doi.org/10.2174/1874836801408010153
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Spyrakos, C. C. / Nikolettos, G. S. (2005): Overturning Stability Criteria for Flexible Structures to Earthquakes. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 4 (April 2005).
https://doi.org/10.1061/(asce)0733-9399(2005)131:4(349)
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Xu, Chaojin / Spyrakos, C. C. (1996): Seismic analysis of towers including foundation uplift. In: Engineering Structures, v. 18, n. 4 (April 1996).
https://doi.org/10.1016/0141-0296(95)00059-3
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Guan, F. / Moore, I. D. / Spyrakos, C. C. (1998): Two dimensional transient fundamental solution due to suddenly applied load in a half-space. In: Soil Dynamics and Earthquake Engineering, v. 17, n. 4 (Juni 1998).
https://doi.org/10.1016/s0267-7261(97)00037-7
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Spyrakos, C. C. / Beskos, D. E. (1986): Dynamic response of flexible strip-foundations by boundary and finite elements. In: Soil Dynamics and Earthquake Engineering, v. 5, n. 2 (April 1986).
https://doi.org/10.1016/0267-7261(86)90002-3
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Maniatakis, Ch. A. / Spyrakos, C. C. (2012): A new methodology to determine elastic displacement spectra in the near-fault region. In: Soil Dynamics and Earthquake Engineering, v. 35 (April 2012).
https://doi.org/10.1016/j.soildyn.2011.10.005
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Spyrakos, C. C. / Xu, Chaojin (1997): Soil-structure-water interaction of intake-outlet towers allowed to uplift. In: Soil Dynamics and Earthquake Engineering, v. 16, n. 2 (Februar 1997).
https://doi.org/10.1016/s0267-7261(96)00034-6
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Spyrakos, C. C. / Koutromanos, I. A. / Maniatakis, Ch. A. (2009): Seismic response of base-isolated buildings including soil–structure interaction. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 4 (April 2009).
https://doi.org/10.1016/j.soildyn.2008.07.002
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Spyrakos, C. C. / Xu, Chaojin (2003): Seismic soil–structure interaction of massive flexible strip-foundations embedded in layered soils by hybrid BEM–FEM. In: Soil Dynamics and Earthquake Engineering, v. 23, n. 5 (Juli 2003).
https://doi.org/10.1016/s0267-7261(03)00019-8
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Xu, Chaojin / Spyrakos, C. C. (2001): Seismic analysis of lock–soil–fluid systems by hybrid BEM–FEM. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 3 (April 2001).
https://doi.org/10.1016/s0267-7261(00)00101-9
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Spyrakos, C. C. / Vlassis, A. G. (2002): Effect of Soil-Structure Interaction on Seismically Isolated Bridges. In: Journal of Earthquake Engineering, v. 6, n. 3 ( 2002).
https://doi.org/10.1080/13632460209350423
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Spyrakos, C. C. / Beskos, D. E. (1982): Dynamic response of frameworks by fast fourier transform. In: Computers & Structures, v. 15, n. 5 (Januar 1982).
https://doi.org/10.1016/0045-7949(82)90001-3
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Spyrakos, C. C. / Xu, Chaojin (2004): Dynamic analysis of flexible massive strip–foundations embedded in layered soils by hybrid BEM–FEM. In: Computers & Structures, v. 82, n. 29-30 (November 2004).
https://doi.org/10.1016/j.compstruc.2004.05.002
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Vlassis, A. G. / Spyrakos, C. C. (2001): Seismically isolated bridge piers on shallow soil stratum with soil–structure interaction. In: Computers & Structures, v. 79, n. 32 (Dezember 2001).
https://doi.org/10.1016/s0045-7949(01)00105-5
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Rao, Hota V. S. Ganga / Spyrakos, C. C. (1986): Closed form series solutions of boundary value problems with variable properties. In: Computers & Structures, v. 23, n. 2 (Januar 1986).
https://doi.org/10.1016/0045-7949(86)90213-0
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Spyrakos, C. C. / Antes, H. (1986): Time domain Boundary Element Method approaches in elastodynamics: A comparative study. In: Computers & Structures, v. 24, n. 4 (Januar 1986).
https://doi.org/10.1016/0045-7949(86)90191-4
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Kokkinos, F. T. / Spyrakos, C. C. (1991): Dynamic analysis of flexible strip-foundations in the frequency domain. In: Computers & Structures, v. 39, n. 5 (Januar 1991).
https://doi.org/10.1016/0045-7949(91)90055-q
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GangaRao, Hota V. S. / Spyrakos, C. C. (1987): A series solution algorithm for initial boundary-value problems with variable properties. In: Computers & Structures, v. 26, n. 4 (Januar 1987).
https://doi.org/10.1016/0045-7949(87)90006-x
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Spyrakos, C. C. (1992): Seismic behavior of bridge piers including soil-structure interaction. In: Computers & Structures, v. 43, n. 2 (April 1992).
https://doi.org/10.1016/0045-7949(92)90155-s
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Spyrakos, C. C. / Patel, P. N. / Kokkinos, F. T. (1989): Assessment of Computational Practices in Dynamic Soil‐Structure Interaction. In: Journal of Computing in Civil Engineering, v. 3, n. 2 (Januar 1989).
https://doi.org/10.1061/(asce)0887-3801(1989)3:2(143)
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Patel, P. N. / Spyrakos, C. C. (1990): Time domain BEM-FEM seismic analysis including basemat lift-off. In: Engineering Structures, v. 12, n. 3 (Juli 1990).
https://doi.org/10.1016/0141-0296(90)90006-e
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Spyrakos, C. C. / Maniatakis, Ch A. / Koutromanos, I. A. (2009): Soil–structure interaction effects on base-isolated buildings founded on soil stratum. In: Engineering Structures, v. 31, n. 3 (März 2009).
https://doi.org/10.1016/j.engstruct.2008.10.012
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Chen, H. L. / Spyrakos, C. C. / Venkatesh, G. (1995): Evaluating Structural Deterioration by Dynamic Response. In: Journal of Structural Engineering (ASCE), v. 121, n. 8 (August 1995).
https://doi.org/10.1061/(asce)0733-9445(1995)121:8(1197)