Geoteknik Deprem Mühendisliği Açısından Zemin-Temel-Yapı Etkileşimine Kritik Bakış

Date

2015-01-01

Author

Siyahi, Bilge
Çetin, Kemal Önder
Bilge, Habib Tolga

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Local soil conditions play a critical role in geotechnical earthquake engineering and seismic design. Past earthquakes revealed tremendous case-history based engineering information on specifics of this, but unfortunately the requirements for soil-foundation-structure interaction have been included in seismic design codes only after 1970’s. Even though, subsequent seismic design codes after 1970’s revised the requirements, site-specific earthquake ground motion determination (amplitude, frequency content, strong ground motion duration, etc.) is needed in some special cases. In addition, the required design modifications due to soil-foundation-structure interaction for structures to be built in seismic zones and deep foundations are considered to be an open-ended problem for both the structure and the foundation. Surprisingly, the subject is referred to in Turkish Earthquake Code (TEC, 2009) only as a footnote. This paper investigates the state-of-the-practice in soil-foundation-structure interaction analysis and evaluation from a geotechnical engineering perspective. “Kinematic interaction” and “Inertial interaction” have been also reviewed and discussed in terms of both theoretical and their practical applications.

Subject Keywords

Geoteknik deprem mühendisliği, Zemin-temel-yapı etkileşimi, Kinematik etkileşim, Eylemsizlik etkileşimi, Geotechnical earthquake engineering, Soil-foundation-structure interaction (SFSI), Kinematic interaction, Inertial interaction

URI

https://hdl.handle.net/11511/77071

Journal

TMMOB Türkiye Mühendislik Haberleri

Collections

Department of Civil Engineering, Article

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Citation Formats

B. Siyahi, K. Ö. Çetin, and H. T. Bilge, “Geoteknik Deprem Mühendisliği Açısından Zemin-Temel-Yapı Etkileşimine Kritik Bakış,” TMMOB Türkiye Mühendislik Haberleri, pp. 41–50, 2015, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/77071.