N. Makris
- Dynamic soil—pile—foundation—structure interaction: records and predictions. Dans: Géotechnique, v. 46, n. 1 (mars 1996). (1996):
- Displacement phase differences in a harmonically oscillating pile. Dans: Géotechnique, v. 43, n. 1 (mars 1993). (1993):
- Rocking response of rigid blocks under near-source ground motions. Dans: Géotechnique, v. 50, n. 3 (juin 2000). (2000):
- Damping in Shear Beam Structures and Estimation of Drift Response. Dans: Journal of Engineering Mechanics (ASCE), v. 132, n. 8 (août 2006). (2006):
- Time and frequency domain identification of seismically isolated structures: advantages and limitations. Dans: Earthquakes and Structures, v. 3, n. 3-4 (juin 2012). (2012):
- Prediction of the measured response of a scaled soil-pile-superstructure system. Dans: Soil Dynamics and Earthquake Engineering, v. 16, n. 2 (février 1997). (1997):
- Spring-viscous damper systems for combined seismic and vibration isolation. Dans: Earthquake Engineering and Structural Dynamics, v. 21, n. 8 (août 1992). (1992):
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Time-domain Analysis Of Linear Hysteretic Damping. Dans: Earthquake Engineering and Structural Dynamics, v. 25, n. 6 (juin 1996).
https://doi.org/10.1002/(sici)1096-9845(199606)25:6<529::aid-eqe549>3.0.co;2-p
(1996): - Elastic and inelastic systems under near-fault seismic shaking: acceleration records versus optimally-fitted wavelets. Dans: Bulletin of Earthquake Engineering, v. 13, n. 2 (mai 2014). (2014):
- Prediction of Observed Bridge Response with Soil‐Pile‐Structure Interaction. Dans: Journal of Structural Engineering (ASCE), v. 120, n. 10 (octobre 1994). (1994):