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Sismik Yüklere Maruz Yapı-Zemin Ortak Sisteminin Çözüm Sürecinde Temel-Zemin Etkileşiminin Sönümü

Yıl 2015, , 25 - 30, 15.09.2015

Mustafa Yavuz Çetinkaya Erkan Çelebi Osman Kırtel

https://doi.org/10.29137/umagd.379772

Öz



Bu çalışmanın amacı,
yapı-zemin ortak sisteminin sismik yükler altında karşılıklı etkileşimini ve
zemin mekanik özelliklerinin üstyapıların dinamik davranışı üzerindeki
etkilerini, altsistem yaklaşımıyla temel-zemin arakesitinde tanımlanan dinamik
rijitlik fonksiyonlarına bağlı değerlendirmek, temel ortamında oluşan ilave
sönümün sayısal sonuçlar üzerindeki etkisini yönetici parametrelere bağlı tartışmaktır.




Anahtar Kelimeler

Yapı-Zemin Etkileşimi Temel Ortamının Sönümü

Kaynakça

  • [1] J. P. Wolf and C. Song Finite-Element Modeling of Unbounded Media, England, Wiley; 1996.
  • [2] E. Celebi, F. Goktepe, and N. Karahan, ‘’Non-Linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction ‘’ Natural Hazards and Earth System Scıences, Vol. 12, pp. 3495-3505, 2012.
  • [3] P. Galvín A. Romero, ‘’Technical Note A MATLAB Toolbox for Soil–Structure Interaction Analysis with Finite and Boundary Elements’’ Soil Dynamics and Earthquake Engineering, Vol. 57, pp. 10–14, 2014.
  • [4] A. Pais and E. Kausel, ‘’Approximate Formulas for Dynamic Stiffnesses of Rigid Foundations’’, Soil Dynamics and Earthquake Engineering, Vol. 7, No. 4, pp. 213-227, 1988.
  • [5] G. Mylonakis, and G. Gazetas, ‘’Seismic Soil-Structure İnteraction: Beneficial or Detrimental’’, Journal of Earthquake Engineering, Vol. 4, pp. 377-401, 2000.
  • [6] G. Mylonakis, S. Nikolaou and G. Gazetas ‘’Footings Under Seismic Loading Analysis and Design Issues with Emphasis on Bridge Foundations’’, Soil Dynamics and Earthquake Engineering, Vol. 26, pp. 824-853, 2006.
  • [7] E. Celebi and A.N. Gunduz, ‘’An Efficient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings Including Soil-Structure Interaction’’, Journal of Engineering Environmental Sciences, Vol. 29, pp. 143-157, 2005.
  • [8] NIST GCR 12-917-21, Consultants Joint Venture, Soil-Structure Interaction for Building Structures, U.S. Department of Commerce National Institute of Standards and Technology; 2012.
  • [9] FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures, Prepared by the Applied Technology Council for Federal Emergency Management Agency, Washington, D.C., USA; 2005.
  • [10] A. S. Veletsos and J. W.Meek, ‘’Dynamic Behavior of Building-Foundation Systems’’ Earthquake Engineering and Structural Dynamics, Vol. 3, pp. 121-138, 1974.
  • [11] A. S. Veletsos and V.V. Nair ‘’Seismic interaction of structures on hysteretic foundations’’, Journal of Structural Engineering, Vol. 101, pp. 109-129, 1975.
  • [12]J. Bielak, ‘’Dynamic Behavior of Structures with Embedded Foundations’’, Earthquake Engineering and Structural Dynamics, Vol. 3, pp. 259-274, 1975.
  • [13] J. P. Stewart, G. L. Fenves and R. B. Seed, ‘’Seismic Soil-Structure Interaction in Buildings II: Empirical Findings’’, Journal Geotechnical and Geoenvironmental Engineering, Vol. 125, pp. 38-48, 1998.
  • [14] J.P. Wolf Dynamic Soil-Structure Interaction, Prentice-Hall, Upper Saddle River, New Jersey; 1985.
  • [15] M. J. Givens Dynamic Soil-Structure Interaction of Instrumented Buildings and Test Structures, Ph.D. Thesis, University of California, Los Angeles, The United States Dissertation; 2013
  • [16] J. E. Luco and R. A. Westmann, ‘’Dynamic Response of Circular Footings’’, Journal of Engineering Mechanics, Vol. 97, No. 5, pp. 1381-1395, 1971.
  • [17] A. S. Veletsos and Y. T. Wei, ‘’Lateral and Rocking Vibrations of Footings’’, Journal of Soil Mechanics and Foundations Division, Vol. 97, No. 9, pp. 1227-1248, 1971.

Sismik Yüklere Maruz Yapı-Zemin Ortak Sisteminin Çözüm Sürecinde Temel-Zemin Etkileşiminin Sönümü

Yıl 2015, , 25 - 30, 15.09.2015

Mustafa Yavuz Çetinkaya Erkan Çelebi Osman Kırtel

https://doi.org/10.29137/umagd.379772

Öz



The goal of this study is to evaluate the
effect of the soil-structure dynamic interaction and the mechanical properties
of the underlying soil on the dynamic response of the superstructure by using
the sub-structure method based on impedance functions at the foundation-soil
interface. Furthermore, the influence of the additional foundation damping on
the computational results depending on governing parameters is discussed. 




Anahtar Kelimeler

Soil-Structure Interaction foundation damping

Kaynakça

  • [1] J. P. Wolf and C. Song Finite-Element Modeling of Unbounded Media, England, Wiley; 1996.
  • [2] E. Celebi, F. Goktepe, and N. Karahan, ‘’Non-Linear finite element analysis for prediction of seismic response of buildings considering soil-structure interaction ‘’ Natural Hazards and Earth System Scıences, Vol. 12, pp. 3495-3505, 2012.
  • [3] P. Galvín A. Romero, ‘’Technical Note A MATLAB Toolbox for Soil–Structure Interaction Analysis with Finite and Boundary Elements’’ Soil Dynamics and Earthquake Engineering, Vol. 57, pp. 10–14, 2014.
  • [4] A. Pais and E. Kausel, ‘’Approximate Formulas for Dynamic Stiffnesses of Rigid Foundations’’, Soil Dynamics and Earthquake Engineering, Vol. 7, No. 4, pp. 213-227, 1988.
  • [5] G. Mylonakis, and G. Gazetas, ‘’Seismic Soil-Structure İnteraction: Beneficial or Detrimental’’, Journal of Earthquake Engineering, Vol. 4, pp. 377-401, 2000.
  • [6] G. Mylonakis, S. Nikolaou and G. Gazetas ‘’Footings Under Seismic Loading Analysis and Design Issues with Emphasis on Bridge Foundations’’, Soil Dynamics and Earthquake Engineering, Vol. 26, pp. 824-853, 2006.
  • [7] E. Celebi and A.N. Gunduz, ‘’An Efficient Seismic Analysis Procedure for Torsionally Coupled Multistory Buildings Including Soil-Structure Interaction’’, Journal of Engineering Environmental Sciences, Vol. 29, pp. 143-157, 2005.
  • [8] NIST GCR 12-917-21, Consultants Joint Venture, Soil-Structure Interaction for Building Structures, U.S. Department of Commerce National Institute of Standards and Technology; 2012.
  • [9] FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures, Prepared by the Applied Technology Council for Federal Emergency Management Agency, Washington, D.C., USA; 2005.
  • [10] A. S. Veletsos and J. W.Meek, ‘’Dynamic Behavior of Building-Foundation Systems’’ Earthquake Engineering and Structural Dynamics, Vol. 3, pp. 121-138, 1974.
  • [11] A. S. Veletsos and V.V. Nair ‘’Seismic interaction of structures on hysteretic foundations’’, Journal of Structural Engineering, Vol. 101, pp. 109-129, 1975.
  • [12]J. Bielak, ‘’Dynamic Behavior of Structures with Embedded Foundations’’, Earthquake Engineering and Structural Dynamics, Vol. 3, pp. 259-274, 1975.
  • [13] J. P. Stewart, G. L. Fenves and R. B. Seed, ‘’Seismic Soil-Structure Interaction in Buildings II: Empirical Findings’’, Journal Geotechnical and Geoenvironmental Engineering, Vol. 125, pp. 38-48, 1998.
  • [14] J.P. Wolf Dynamic Soil-Structure Interaction, Prentice-Hall, Upper Saddle River, New Jersey; 1985.
  • [15] M. J. Givens Dynamic Soil-Structure Interaction of Instrumented Buildings and Test Structures, Ph.D. Thesis, University of California, Los Angeles, The United States Dissertation; 2013
  • [16] J. E. Luco and R. A. Westmann, ‘’Dynamic Response of Circular Footings’’, Journal of Engineering Mechanics, Vol. 97, No. 5, pp. 1381-1395, 1971.
  • [17] A. S. Veletsos and Y. T. Wei, ‘’Lateral and Rocking Vibrations of Footings’’, Journal of Soil Mechanics and Foundations Division, Vol. 97, No. 9, pp. 1227-1248, 1971.
Toplam 17 adet kaynakça vardır.

Ayrıntılar

Bölüm Makaleler
Yazarlar

Mustafa Yavuz Çetinkaya

Erkan Çelebi

Osman Kırtel

Yayımlanma Tarihi 15 Eylül 2015
Gönderilme Tarihi 1 Ağustos 2015
Yayımlandığı Sayı Yıl 2015

Kaynak Göster

APA Çetinkaya, M. Y., Çelebi, E., & Kırtel, O. (2015). Sismik Yüklere Maruz Yapı-Zemin Ortak Sisteminin Çözüm Sürecinde Temel-Zemin Etkileşiminin Sönümü. International Journal of Engineering Research and Development, 7(3), 25-30. https://doi.org/10.29137/umagd.379772

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