Jaddoa, Mohammed khalaf (2026) Influence of Foundation Soil Variability on the Dynamic Response of Regular High Rise Frame Building Subjected to Long Duration Seismic Sequences. American Journal of Engineering , Mechanics and Architecture (2993-2637), 4 (9). ISSN 2993-2637

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Abstract

Soil conditions can vary from one location to another; therefore, it is essential to give this factor due consideration during the analysis process. This study examined a 20-story building with a frame structural system, analyzing its performance under various soil types as defined by the American code. The impact of soil variation on shear force, displacement, and internal column forces was evaluated. Results indicated a difference of up to 100% in shear force between stiff and soft soils, with shear force increasing as the soil transitioned from stiff to soft.

Item Type:	Article
Uncontrolled Keywords:	Soil, Seismic, Frame structure, Soil Classification
Subjects:	H Social Sciences
Depositing User:	admin eprints
Date Deposited:	31 Oct 2026 11:10
Last Modified:	31 Oct 2026 11:10
URI:	http://eprints.umsida.ac.id/id/eprint/17351

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