Soil-Structure Interaction in RC Frame Buildings from Strong-Motion Recordings

Volume: 14 Number: 1 April 21, 2011
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Soil-Structure Interaction in RC Frame Buildings from Strong-Motion Recordings

Abstract

In this study, Soil-structure interaction (SSI) of Reinforced Concrete (RC) buildings which are instrumented by building monitoring systems is detected and identified. SSI can have a major influence on the seismic response of buildings constructed on soft soils. The dominant frequency recorded for a building subjected to SSI is always smaller than the dominant frequencies of the fixed-based building, and of the foundation when no building is present. The identification of SSI refers to extracting natural frequencies of the fixed-based building and the foundation from recordings of the foundation and upper stories. This interaction can be identified easily from the dynamic characteristics of the structure obtained by using seismic vibration records on the structures and if in addition to the records from the building, there are also free-field surface records available from nearby locations that are not influenced by building's vibrations. Two examples are studied according to the mentioned method by using their recorded responses during the two strongest earthquakes nearby Antakya since 2006.

Keywords

References

  1. Lysmer, J., Kuhlemeyer, R.L. (1969). Finite dynamic model for infinite media. Journal of Engineering Mechanics ASCE, 95(EM4), pp.859- 877.
  2. White, W., Valliappan, S., Lee, I.K. (1977). Unified boundary for finite dynamic models. Journal of Engineering Mechanics ASCE, 103(5), pp.949-964.
  3. Karabalis, D.L., Beskos, D.E. (1984). Dynamic response of 3-D rigid surface foundations by time domain boundary element method. Earthquake Engineering and Structural Dynamics, 12, pp.73– 93.
  4. Wolf, J.P., Song, C. (1996). Finite-Element Modelling of Unbounded Media. Wiley: England.
  5. Genes, M.C., Kocak, S. (2002). A combined finite element based soil-structure interaction model for large-scale systems and applications on parallel platforms. pp.1119-1131.
  6. Luco, J.E., Trifunac, M.D., and Long, H.L. (1988). Isolation of soil-structure interaction effects by full scale forced vibration tests. Earthquake Engineering and Structural Dynamics, 116(1), pp.1-21.
  7. Şafak, E. (1995). Detection and Identification of Soil-Structure Interaction in Buildings from Vibration Recordings. Journal of Structural Engineering, 121(5), pp.899-906.
  8. Ljung, Li (1987). System identification: theory for the user, Prentice-Hall, Inc. Englewood Cliffs, N.J.

Details

Primary Language

English

Subjects

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Journal Section

-

Authors

Ela Doğanay

Murat Bikçe

Selçuk Kaçın

Publication Date

April 21, 2011

Submission Date

April 20, 2011

Acceptance Date

-

Published in Issue

Year 2011 Volume: 14 Number: 1

APA
Genes, M., Doğanay, E., Bikçe, M., & Kaçın, S. (2011). Soil-Structure Interaction in RC Frame Buildings from Strong-Motion Recordings. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 14(1), 6. https://doi.org/10.17780/ksujes.22992