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İki Boyutlu Çelik Çerçevelerin Sismik Yükler Altında Zemin Yapı Etkileşimli Analizi

Yıl 2018, Cilt: 3 Sayı: 3, 142 - 148, 31.12.2018

Öz

Bu
araştırmada, zemin yapısı etkileşimli ve etkileşimsiz, 2 boyutlu çok katlı
çelik çerçeveler için doğrusal ve doğrusal olmayan zaman adım analizi
yapılmıştır. Çerçeveler 3 kattan 20 katına kadar farklı yüksekliklere sahiptir.
Zemin ve tekil temel sistemi doğrusal yaylar ve sönümleyici ile modellemek için
alt yapı analiz metodu kullanılmıştır. Ayrıca tepki-spektrum analizi
yapılmıştır. Düzce deprem ivme kaydı seçilerek spesifik tepki spektrumuna
ölçeklendirildi PGA 0.35 ve Euro code 8'e göre zemin tipi B (katı) seçildi.
Temel periyot ve zemin kesmesi, zemin-yapı etkileşimi dahil edilerek ve
edilmeyerek araştırılmış ve sonuçlar karşılaştırılmıştır.

Kaynakça

  • [1] Wolf, J.P., “Spring‐dashpot‐mass models for foundation vibrations”, Earthquake Engineering & Structural Dynamics, Vol 26, No 9, 931-949, 1997.
  • [2] Mulliken, J.S., and Karabalis, D.L., “Discrete model for dynamic through‐the‐soil coupling of 3‐D foundations and structures”, Earthquake Engineering & Structural Dynamics, Vol 27, No 7, 687-710, 1998.
  • [3] Minasidis, G., Hatzigeorgiou, G.D. and Beskos, D.E., “SSI in steel frames subjected to near-fault earthquakes”, Soil Dynamics and Earthquake Engineering, Vol 66, 56-68, 2014.
  • [4] Rahmani, A., Mahdi, T., Finn, W.D.L. and Ventura, C.E., “Evaluation of substructuring method for seismic soil-structure interaction analysis of bridges”, Soil Dynamics and Earthquake Engineering, Vol 90, 112-127, 2016.
  • [5] Yesane, P.M., Ghugal, Y.M. and Wankhade, R.L., “Study on soil-structure interaction: a review”, International Journal of Engineering Research, Vol 5, No 3, 737-741, 2016.
  • [6] Eurocode 8, “Design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings”, Brussels: European Committee for Standardization, 2005.
  • [7] NEHRP Consultants Joint Venture, Selecting and scaling earthquake ground motions for performing response-history analyses, NIST GCR, 11-917, National Institute of Standards and Technology, U.S, 2011.
  • [8] Eurocode 3 “Design of steel structures - Part 1-1: General rules and rules for buildings”, Brussels: European Committee for Standardization, 2011.
  • [9] Karavasilis, T.L., Bazeos, N., and Beskos, D.E., “Behavior factor for performance-based seismic design of plane steel moment resisting frames”, Journal of Earthquake Engineering, Vol 11, No 4, 531-559, 2007.
  • [10] Hoang, V. L., Dang, H. N., Jaspart, J. P., and Demonceau, J. F., “An overview of the plastic-hinge analysis of 3D steel frames”, Asia Pacific Journal on Computational Engineering, Vol 2, No 4, 2015.
  • [11] American Society of Civil Engineers, and Structural Engineering Institute, Minimum Design Loads on Buildings and Other Structures Standards Committee, American Society of Civil Engineers, U.S, 2013.
  • [12] Applied Technology Council (ATC-55 Project), Improvement of nonlinear static seismic analysis procedures, FEMA 440, Federal Emergency Management Agency, U.S, 2005
  • [13] Center, P. E. E. R, “Peer ground motion database” Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2013. Available: https://ngawest2.berkeley.edu/
  • [14] Nghiem, H., & Chang, N. Y., “Soil-Structure Interaction Effects of High Rise Buildings”, Sixth International Conference on Case Histories in Geotechnical Engineering, Arlington, Virginia, 11-16 August 2008.
  • [15] Marjanović, M., & Petronijević, M., “Influence of Soil-Structure-Interaction on Nonlinear Time History Seismic Response of RC Frames”, Fifth International Conference Earthquake Engineering and Engineering Seismology, Sremski Karlovci, Serbia, June 2016.
  • [16] Khoshnoudian, F., & Behmanesh, “Evaluation of FEMA-440 for including soil-structure interaction”, Journal of Earthquake Engineering, Vol 9, No 3, 397-408, 2010

Soil Structure Interaction Analysis of Two Dimensional Steel Frames under Seismic Loads

Yıl 2018, Cilt: 3 Sayı: 3, 142 - 148, 31.12.2018

Öz

In this research work, a linear and nonlinear time history analysis for
2D multi-story steel frames on gravel soil with and without soil structure
interactions have been done. Frames have different height start from 3 stories
and up to 20 stories. A substructure method is used to model soil and shallow
(footing) foundation system by linear springs and dashpots. The response
spectrum analysis has also been done. Düzce earthquake accelerograms records
are selected and scaled to specific response spectrum with PGA 0.35 and soil
type B according to Eurocode 8 is considered. Fundamental period and base
shears have been investigated with and without soil-structure interactions; the
results have been presented and compared.

Kaynakça

  • [1] Wolf, J.P., “Spring‐dashpot‐mass models for foundation vibrations”, Earthquake Engineering & Structural Dynamics, Vol 26, No 9, 931-949, 1997.
  • [2] Mulliken, J.S., and Karabalis, D.L., “Discrete model for dynamic through‐the‐soil coupling of 3‐D foundations and structures”, Earthquake Engineering & Structural Dynamics, Vol 27, No 7, 687-710, 1998.
  • [3] Minasidis, G., Hatzigeorgiou, G.D. and Beskos, D.E., “SSI in steel frames subjected to near-fault earthquakes”, Soil Dynamics and Earthquake Engineering, Vol 66, 56-68, 2014.
  • [4] Rahmani, A., Mahdi, T., Finn, W.D.L. and Ventura, C.E., “Evaluation of substructuring method for seismic soil-structure interaction analysis of bridges”, Soil Dynamics and Earthquake Engineering, Vol 90, 112-127, 2016.
  • [5] Yesane, P.M., Ghugal, Y.M. and Wankhade, R.L., “Study on soil-structure interaction: a review”, International Journal of Engineering Research, Vol 5, No 3, 737-741, 2016.
  • [6] Eurocode 8, “Design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings”, Brussels: European Committee for Standardization, 2005.
  • [7] NEHRP Consultants Joint Venture, Selecting and scaling earthquake ground motions for performing response-history analyses, NIST GCR, 11-917, National Institute of Standards and Technology, U.S, 2011.
  • [8] Eurocode 3 “Design of steel structures - Part 1-1: General rules and rules for buildings”, Brussels: European Committee for Standardization, 2011.
  • [9] Karavasilis, T.L., Bazeos, N., and Beskos, D.E., “Behavior factor for performance-based seismic design of plane steel moment resisting frames”, Journal of Earthquake Engineering, Vol 11, No 4, 531-559, 2007.
  • [10] Hoang, V. L., Dang, H. N., Jaspart, J. P., and Demonceau, J. F., “An overview of the plastic-hinge analysis of 3D steel frames”, Asia Pacific Journal on Computational Engineering, Vol 2, No 4, 2015.
  • [11] American Society of Civil Engineers, and Structural Engineering Institute, Minimum Design Loads on Buildings and Other Structures Standards Committee, American Society of Civil Engineers, U.S, 2013.
  • [12] Applied Technology Council (ATC-55 Project), Improvement of nonlinear static seismic analysis procedures, FEMA 440, Federal Emergency Management Agency, U.S, 2005
  • [13] Center, P. E. E. R, “Peer ground motion database” Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2013. Available: https://ngawest2.berkeley.edu/
  • [14] Nghiem, H., & Chang, N. Y., “Soil-Structure Interaction Effects of High Rise Buildings”, Sixth International Conference on Case Histories in Geotechnical Engineering, Arlington, Virginia, 11-16 August 2008.
  • [15] Marjanović, M., & Petronijević, M., “Influence of Soil-Structure-Interaction on Nonlinear Time History Seismic Response of RC Frames”, Fifth International Conference Earthquake Engineering and Engineering Seismology, Sremski Karlovci, Serbia, June 2016.
  • [16] Khoshnoudian, F., & Behmanesh, “Evaluation of FEMA-440 for including soil-structure interaction”, Journal of Earthquake Engineering, Vol 9, No 3, 397-408, 2010
Toplam 16 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Cemile Özşam Bu kişi benim

Mustafa Özakça 0000-0003-1544-8126

Yayımlanma Tarihi 31 Aralık 2018
Gönderilme Tarihi 6 Aralık 2018
Kabul Tarihi 2 Ocak 2019
Yayımlandığı Sayı Yıl 2018 Cilt: 3 Sayı: 3

Kaynak Göster

APA Özşam, C., & Özakça, M. (2018). Soil Structure Interaction Analysis of Two Dimensional Steel Frames under Seismic Loads. Harran Üniversitesi Mühendislik Dergisi, 3(3), 142-148.