Christopher R. McGann 
- (2024): Stress-density model validation: Free-field liquefaction analysis. In: Soil Dynamics and Earthquake Engineering, v. 180 (Mai 2024).
- (2020): Parametric Assessment of Equivalent Static Procedure Accounting for Foundation-Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 146, n. 7 (Juli 2020).
- (2014): Numerical Assessment of Three-Dimensional Foundation Pinning Effects during Lateral Spreading at the Mataquito River Bridge. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 140, n. 8 (August 2014).
- (2020): Sensitivity of 1-D ground motion predictions to analysis codes and material models using KiK-net vertical arrays. In: Soil Dynamics and Earthquake Engineering, v. 133 (Juni 2020).
- (2020): An iterative linear procedure using frequency-dependent soil parameters for site response analyses. In: Soil Dynamics and Earthquake Engineering, v. 130 (März 2020).
- (2017): Geotechnical aspects of the 2016 Kaikōura earthquake on the South Island of New Zealand. In: Bulletin of the New Zealand Society for Earthquake Engineering, v. 50, n. 2 (Juni 2017).
- (2015): Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation. In: Soil Dynamics and Earthquake Engineering, v. 79 (Dezember 2015).
- (2015): Applicability of existing empirical shear wave velocity correlations to seismic cone penetration test data in Christchurch New Zealand. In: Soil Dynamics and Earthquake Engineering, v. 75 (August 2015).
- (2015): Development of an empirical correlation for predicting shear wave velocity of Christchurch soils from cone penetration test data. In: Soil Dynamics and Earthquake Engineering, v. 75 (August 2015).
- (2017): Investigation of shear wave velocity depth variability, site classification, and liquefaction vulnerability identification using a near-surface V s model of Christchurch, New Zealand. In: Soil Dynamics and Earthquake Engineering, v. 92 (Januar 2017).
- (2017): Development of a regionalVs30model and typical V s profiles for Christchurch, New Zealand from CPT data and region-specific CPT- V s correlation. In: Soil Dynamics and Earthquake Engineering, v. 95 (April 2017).
Structurae kooperiert mit
