Analysis of the magnitude of the seismic waves energy transferred to the foundation of a building

Authors

  • F. Del Carpio National University of Moquegua
  • A. Soto Chacon José Carlos Mariategui University

DOI:

https://doi.org/10.7764/RIC.00022.21

Keywords:

Soil-structure interaction, structural dynamics, shallow seismic wave, laboratory tests, internal vibrations

Abstract

The seismic waves transferred to the foundation of a building cause significant damage to the structure, producing its deterioration and instability. This paper presents the results of subjecting a structure to the effects of the earthquake and the physical mechanical properties of the soil, comparing a theoretical model of an embedded support with the structural dynamics model of D.D. Barkan - O.A. Savinov. Three hypotheses are evaluated: i) The negative effects on the proposed buildings are indirectly proportional to the increase of the seismic response characteristics detected in the soils; ii) The characteristics of the soil strata are directly proportional to the increase of the seismic response characteristics of the soils; and iii) The D.D. Barkan-O.A. Savinov model presents a lower range of embedded support than the theoretical model, which simulates a foundation. Some of the most relevant conclusions indicate that the structural dynamics model of D.D. Barkan - O.A. Savinov presents a more specific range in the reactions produced before the seismic forces, and the relationship in both cases is alleged to be indirectly proportional to the indicated characteristics.

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Published

2022-08-30

How to Cite

Del Carpio, F. ., & Soto Chacon, A. . (2022). Analysis of the magnitude of the seismic waves energy transferred to the foundation of a building. Revista Ingeniería De Construcción, 37(2), 131–146. https://doi.org/10.7764/RIC.00022.21

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Section

Articles