Parametric Assessment of Stiff Column Behavior under Lateral Load
A parametric study that employed the finite element method was performed with the purpose of examining the lateral load response of stiff column-supported footing systems. The influence of different geometry-based variables in their lateral response was examined. The results of the parametric study, presented in the form of the average of the absolute values of the percent changes, showed that the thickness of the load transfer platform, a granular mattress placed above the soil-column composite, was the geometry-based variable with the greatest influence in the lateral response of the stiff column-supported footing systems examined with an average of 47.25%. The geometry-based variable with the least influence was the stiff column spacing with an average of 3.36%.
A. J. Rivera et al., "Parametric Assessment of Stiff Column Behavior under Lateral Load," Geotechnical Special Publication, no. GSP 315, pp. 676-683, American Society of Civil Engineers (ASCE), Feb 2020.
The definitive version is available at https://doi.org/10.1061/9780784482780.067
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Keywords and Phrases
Civil Engineering; Geotechnical Engineering, Absolute Values; Column Behavior; Column Spacings; Different Geometry; Lateral Loads; Lateral Response; Load Transfer Platforms; Parametric Study, Geometry
International Standard Serial Number (ISSN)
Article - Conference proceedings
© 2020 American Society of Civil Engineers (ASCE), All rights reserved.
01 Feb 2020