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

Yıl 2015, Cilt: 7 Sayı: 3, 25 - 30, 15.09.2015
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.




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, Cilt: 7 Sayı: 3, 25 - 30, 15.09.2015
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. 




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 Bu kişi benim

Erkan Çelebi Bu kişi benim

Osman Kırtel Bu kişi benim

Yayımlanma Tarihi 15 Eylül 2015
Gönderilme Tarihi 1 Ağustos 2015
Yayımlandığı Sayı Yıl 2015 Cilt: 7 Sayı: 3

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
Tüm hakları saklıdır. Kırıkkale Üniversitesi, Mühendislik Fakültesi.