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Professional paper

https://doi.org/10.14256/JCE.3913.2023

Kinematic SSI effects on seismic performance of RC structures

Nikola Petrov
Julijana Bojadjieva
Jordan Bojadjiev


Full text: croatian pdf 1.611 Kb

page 647-658

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Full text: english pdf 1.623 Kb

page 647-658

downloads: 33

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Abstract

In seismic regions, understanding soil–structure interaction (SSI) is crucial. This study examines the SSI effects on a six-storey RC-frame building using American guidelines for soil types B and C as per Eurocode 8. Structural responses of a constant structural system under various soil types and embedment conditions are compared, revealing significant influences on seismic behaviour. The study employs linear-elastic analysis to demonstrate that local soil and embedment conditions decrease base shear forces but increase total horizontal displacements and inter-storey drifts. This study highlights the importance of considering local soil conditions and embedment configurations to ensure structural resilience in earthquake-prone areas.

Keywords

soil-structure interaction; kinematic interaction; period lengthening; linear analysis; embedding

Hrčak ID:

320798

URI

https://hrcak.srce.hr/320798

Publication date:

1.9.2024.

Article data in other languages: croatian

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