Study the Effect of Soil-Structure Interaction on Natural Period of Conventional Buildings Using Wolf’s Cone Model

Authors

  • Javad Vahidi Department of Computer Science, Iran University of Science and Technology, Tehran, Iran
  • S. Mahmoud Golmaei Department of Civil Engineering, Qaem Industrial Higher Education Institute, Qaemshahr, Iran

DOI:

https://doi.org/10.66224/JCER.8.3.55

Keywords:

Soil-Structure Interaction (SSI), Wolf’s Cone Model, Natural Period, Foundation-Soil Ratio, Conventional Buildings

Abstract

Soil-structure interaction is often a difficult problem to study. This article uses Wolf’s Cone Model and its application in the substructure method to investigate the effect of soil-structure interaction on natural period of conventional buildings. In accordance with Iran’s Construction Code 2800, five soil types were considered. The studied structures were 4, 7, and 10 storey buildings. The following results were obtained: 1) The interaction between soil and structure was much more pronounced in finer soils, 2) The relative change in period was greater in shorter buildings, 3) The soil-structure interaction decreased as the ratio of “foundation dimension to soil thickness layer” increased.

References

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[2] Golmai SM. “Using Wolf’s Cone Model to study the Effect of Soil-Structure Interaction on the Natural Period of Conventional Buildings.” M.S. Thesis (2014).

[3] Meek JW, Veletsos AS. “A Simple Model for foundation in lateral and rocking motion.” Proceedings of the 5th World Conference on Earthquake Engineering, IAEE, Rome, vol.2 (1974): 2610-2613.

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[5] Meek JW, Wolf JP. “Cone Models for soil layer on rigid rock. II.” J Geotech Eng Div, ASCE 118.5 (1992): 686-703. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:5(686)

[6] Wolf JP, Meek JW. “Cone models for a soil layer on a flexible rock half-space.” Earthq Eng Struct Dyn 22 (1993): 185-193. https://doi.org/10.1002/eqe.4290220302

[7] Wolf JP, Meek JW. “Rotational cone models for a soil layer on a flexible rock half-space.” Earthq Eng Struct Dyn 23 (1994): 909-925. https://doi.org/10.1002/eqe.4290230807

[8] Wolf JP, Preisig M. “Dynamic stiffness of foundation embedded in layered half-space based on wave propagation in cones.” Earthq Eng Struct Dyn 32 (2003): 1075-1098. https://doi.org/10.1002/eqe.263

[9] Wolf JP, Jedix A. “Foundation Vibrations Analysis: The Strength of Materials Method.” Translated by Mohaseb S., Tamsil Publications (2011).

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Published

2026-09-01

How to Cite

Study the Effect of Soil-Structure Interaction on Natural Period of Conventional Buildings Using Wolf’s Cone Model. (2026). Journal of Civil Engineering Researchers, 8(3), 55-59. https://doi.org/10.66224/JCER.8.3.55

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