Analysis of the deformation distribution in the system depending on the yield deformation

Risteska, Aleksandra (2022) Analysis of the deformation distribution in the system depending on the yield deformation. BJAMI, 5 (2). ISSN 2545-4803

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Abstract

We study the response of nonlinear soil-linear foundation- linear building system to pulse – like a wave with arbitrary incidence. The soil is assumed as an ideally elastoplastic material where the nonlinear property of the material is defined by the yielding strain 휀휀!. Depending on the yielding strain, the soil responds to external excitation in a linear or nonlinear manner. As the yielding strain is lower, larger permanent strains occur during the soil response. The creation and development of these strains spends energy carried by the wave so less energy enter s the building. In this way, the nonlinear soil response acts as a passive base isolator, i.e., the smaller the yielding strain, the larger the nonlinear soil response, a smaller amount of seismic energy entering the building

Item Type:	Article
Subjects:	Natural sciences > Computer and information sciences Natural sciences > Matematics
Divisions:	Faculty of Computer Science
Depositing User:	Aleksandra Risteska
Date Deposited:	04 Feb 2023 20:22
Last Modified:	04 Feb 2023 20:22
URI:	https://eprints.ugd.edu.mk/id/eprint/31305

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