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TSC-2018 ve TSC-2007 Yönetmeliklerinin Eşdeğer Deprem Yükü Yöntemi Açısından Konya Özelinde Kıyaslanması

Year 2021, Volume: 9 Issue: 3, 535 - 550, 01.09.2021
https://doi.org/10.36306/konjes.866044

Abstract

Deprem hareketi karmaşık anlaşılması zor bir harekettir. Deprem hareketinin yapıya etki ettirilebilmesi için doğru bir şekilde anlaşılarak uygulanması son derece önemlidir. Deprem etkisinin yapıya uygulanması ve hesaplanması için literatürde üç farklı yöntem bulunmaktadır. Bu yöntemler Eşdeğer Deprem Yükü, Mod Birleştirme ve Zaman Tanım Alanında Analiz yöntemleridir. Uygulama kolaylığı ve anlaşılmasının kolay olması Eşdeğer deprem Yükü yöntemini ön plana çıkarmaktadır.
Türkiye’de 2019 yılında yürürlüğe giren yeni deprem yönetmeliği ile birlikte Eşdeğer Deprem Yükü yönteminde köklü değişiklikler yapılmıştır. Bu çalışmada 3 katlı ve 9 katlı iki bina modeli oluşturularak TSC-2007 ve TSC-2018 şartlarına göre Eşdeğer Deprem Yükü analizi yapılmıştır. Sonuçlar birbiriyle karşılaştırılmıştır.

References

  • Balun, B., Nemutlu, O. F., & Sari, A., 2020, "Investigation Of The Effect of TEC 2018 Simplified Design Rules On Base Shear Force" Turkish Journal of Nature and Science, 9, 173–181. https://doi.org/10.46810/tdfd.749257
  • Basaran, V., 2018, "Evaluation of Seismic Loads for Afyonkarahisar According to Turkish Seismic Code (TSC2019)", Afyon Kocatepe University Journal of Sciences and Engineering, 18(3), 1028–1035. https://doi.org/10.5578/fmbd.67739
  • Demir, A., & Donmez, D., 2008, "The Factors Affecting Torsional Irregularity in Multi-Storey Structures", Celal Bayar University Journal of Science, 4, 31–36.
  • Dogangun, A., & Livaoglu, R.,2006, "Comparison of Seismic Analysis Methods for Multistory Buildings", First European Conference on Earthquake Engineering and Seismology, (1314), 1–10. Geneva, Switzerland.
  • ETABS, 2020, "Integrated Software for Structural Analysis &Design", Computers and Structures Inc.
  • Humar, J., & Mahgoub, M. A., 2003, "Determination of seismic design forces by equivalent static load method", Canadian Journal of Civil Engineering, 30(2), 287–307. https://doi.org/10.1139/l02-067
  • Keskin, E., & Bozdogan, K. B., 2018, "Evaluation of 2007 And 2018 Turkish earthquake code For The Province of Kırklareli", Kırklareli University Journal of Engineering and Science, 4(1), 74–90.
  • Kumbasaroglu, A., & Celik, A., 2019, "Assessment of Seismic Performance Level of a Historical Masonry Structure Using Equivalent Seismic Load Method", Erzincan University Journal of Science and Technology, 12(3), 1590–1600. https://doi.org/10.18185/erzifbed.619692
  • Ozer, O., & Yuksel, S. B., 2020, "Comparing Analysis Results Of Tall Buildings Which Takes Earthquake Effects By Reinforced Concrete Frames And Shear Walls Together According To TBEC 2018 And TEC 2007", Nigde Omer Halisdemir University Journal of Engineering Sciences, 9(2), 931–945. https://doi.org/10.28948/ngmuh.694781
  • Song, J., Gao, Y., Feng, T., & Xu, G., 2018, "Effect of site condition below slip surface on prediction of equivalent seismic loading parameters and sliding displacement", Engineering Geology, 242, 169– 183. https://doi.org/10.1016/j.enggeo.2018.05.003
  • Tezcan, S. S., & Alhan, C., 2001, "Parametric analysis of irregular structures under seismic loading according to the new Turkish Earthquake Code", Engineering Structures, 23, 600–609. https://doi.org/10.1016/S0141-0296(00)00084-5
  • Turkish Seismic Code-2018 (TSC-2018), 2018, Ankara, Turkey: Disaster and Emergency Management.
  • Turkish Seismic Code (TSC-2007), 2007, "Specifications for buildings to be built in seismic areas", Ankara, Turkey: Ministry of Public Works and Settlement.
  • Ucar, T., & Merter, O., 2009, "Effect of Configuration of Shear Walls at Floor Plan to Earthquake Behavior of Shear Wall-Frame Reinforced Concrete Buildings", Dokuz Eylül University Engineering Faculty Journal of Science and Engineering, 11(2), 11–18.

COMPARISON of TSC-2018 and TSC-2007 REGULATIONS for KONYA in TERMS of EQUIVALENT EARTHQUAKE LOAD METHOD

Year 2021, Volume: 9 Issue: 3, 535 - 550, 01.09.2021
https://doi.org/10.36306/konjes.866044

Abstract

Earthquake motion is a complex movement that is difficult to understand. It is extremely important to understand and apply the earthquake movement correctly in order to affect the structure.
There are three different methods in the literature for the application and calculation of the earthquake effect to the building. These methods are Equivalent Earthquake Load, Mode Combination and Analysis in Time History. Equivalent earthquake load method comes to the fore due to its ease of application and clarity. In the new earthquake regulation that entered into force in 2019, radical changes were made in the earthquake map used in the Equivalent Earthquake Load method. In this study, two building models with 3 floors and 9 floors were created and Equivalent Earthquake Load analysis was made according to TSC- 2007 and TSC-2018 conditions. Results have been compared with each other.

References

  • Balun, B., Nemutlu, O. F., & Sari, A., 2020, "Investigation Of The Effect of TEC 2018 Simplified Design Rules On Base Shear Force" Turkish Journal of Nature and Science, 9, 173–181. https://doi.org/10.46810/tdfd.749257
  • Basaran, V., 2018, "Evaluation of Seismic Loads for Afyonkarahisar According to Turkish Seismic Code (TSC2019)", Afyon Kocatepe University Journal of Sciences and Engineering, 18(3), 1028–1035. https://doi.org/10.5578/fmbd.67739
  • Demir, A., & Donmez, D., 2008, "The Factors Affecting Torsional Irregularity in Multi-Storey Structures", Celal Bayar University Journal of Science, 4, 31–36.
  • Dogangun, A., & Livaoglu, R.,2006, "Comparison of Seismic Analysis Methods for Multistory Buildings", First European Conference on Earthquake Engineering and Seismology, (1314), 1–10. Geneva, Switzerland.
  • ETABS, 2020, "Integrated Software for Structural Analysis &Design", Computers and Structures Inc.
  • Humar, J., & Mahgoub, M. A., 2003, "Determination of seismic design forces by equivalent static load method", Canadian Journal of Civil Engineering, 30(2), 287–307. https://doi.org/10.1139/l02-067
  • Keskin, E., & Bozdogan, K. B., 2018, "Evaluation of 2007 And 2018 Turkish earthquake code For The Province of Kırklareli", Kırklareli University Journal of Engineering and Science, 4(1), 74–90.
  • Kumbasaroglu, A., & Celik, A., 2019, "Assessment of Seismic Performance Level of a Historical Masonry Structure Using Equivalent Seismic Load Method", Erzincan University Journal of Science and Technology, 12(3), 1590–1600. https://doi.org/10.18185/erzifbed.619692
  • Ozer, O., & Yuksel, S. B., 2020, "Comparing Analysis Results Of Tall Buildings Which Takes Earthquake Effects By Reinforced Concrete Frames And Shear Walls Together According To TBEC 2018 And TEC 2007", Nigde Omer Halisdemir University Journal of Engineering Sciences, 9(2), 931–945. https://doi.org/10.28948/ngmuh.694781
  • Song, J., Gao, Y., Feng, T., & Xu, G., 2018, "Effect of site condition below slip surface on prediction of equivalent seismic loading parameters and sliding displacement", Engineering Geology, 242, 169– 183. https://doi.org/10.1016/j.enggeo.2018.05.003
  • Tezcan, S. S., & Alhan, C., 2001, "Parametric analysis of irregular structures under seismic loading according to the new Turkish Earthquake Code", Engineering Structures, 23, 600–609. https://doi.org/10.1016/S0141-0296(00)00084-5
  • Turkish Seismic Code-2018 (TSC-2018), 2018, Ankara, Turkey: Disaster and Emergency Management.
  • Turkish Seismic Code (TSC-2007), 2007, "Specifications for buildings to be built in seismic areas", Ankara, Turkey: Ministry of Public Works and Settlement.
  • Ucar, T., & Merter, O., 2009, "Effect of Configuration of Shear Walls at Floor Plan to Earthquake Behavior of Shear Wall-Frame Reinforced Concrete Buildings", Dokuz Eylül University Engineering Faculty Journal of Science and Engineering, 11(2), 11–18.
There are 14 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Research Article
Authors

Mustafa Koçer 0000-0002-5505-2065

Mehmet Uzun 0000-0002-6347-1243

Mustafa Tolga Çöğürcü 0000-0002-2487-797X

Publication Date September 1, 2021
Submission Date January 21, 2021
Acceptance Date March 25, 2021
Published in Issue Year 2021 Volume: 9 Issue: 3

Cite

IEEE M. Koçer, M. Uzun, and M. T. Çöğürcü, “COMPARISON of TSC-2018 and TSC-2007 REGULATIONS for KONYA in TERMS of EQUIVALENT EARTHQUAKE LOAD METHOD”, KONJES, vol. 9, no. 3, pp. 535–550, 2021, doi: 10.36306/konjes.866044.