Dergiler / International Advanced Researches and Engineering Journal / 2018 / Cilt: 2 - Sayı: 2

Effective relative storey drift limits in flexible jointed infill wall applications

Sayfa
86–91
Yayın Tarihi
2022-10-19
DOI
—
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

In addition, the maximum allowable effective storey drifts are calculated separately for each province center.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Relative storey drifts is limited by earthquake codes for earthquake safety of structures.
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Temel Bulgular & Veri:In 2016 Turkish Earthquake Code (TEC 2016), which has yet in draft, the criteria for delimitation of relative story drifts have been specified.
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Sonuç & Katkı:In addition, the maximum allowable effective storey drifts are calculated separately for each province center.
🔬Tür:Araştırma Makalesi
📍Kapsam:2016 Verileri
⚙️Değişkenler:Elastic design spectral acceleration · Flexible jointed infill wall · Relative storey drift

Abstract

Relative storey drifts is limited by earthquake codes for earthquake safety of structures. In 2016 Turkish Earthquake Code (TEC 2016), which has yet in draft, the criteria for delimitation of relative story drifts have been specified. Compared to the previous ones, this earthquake code included the use of flexible jointed infill wall - frame joints which affect the relative storey drift limit. In this study, the limitation rules of the effective relative storey drifts are explained in detail in the case of the use of flexible jointed infill wall-frame joints specified in the section "Calculation and Limitation of Effective Relative Storey Drifts" of the TEC 2016. In addition, the maximum allowable effective storey drifts are calculated separately for each province center.

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Bu Makaleye Atıf Yap

ERDEM, M. M., BİKÇE, M. (2022). Effective relative storey drift limits in flexible jointed infill wall applications. International Advanced Researches and Engineering Journal, Cilt: 2 - Sayı: 2, 86–91. https://ajindex.com/articles/539403

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Kaynakça (15)

  1. TEC. Türkiye Bina ve Deprem Yönetmeliği (Draft), T.C. Disaster and Emergency Management Presidency, 2016, Ankara. (in Turkish
  2. Mainstone, R.J., On the Stiffness and strength of infilled frame, in Proceeding of the Institution of Civil Engineers, Supplement IV, pp. 57-90
  3. Stafford Smith, B., and C. Carter, A method of analysis for infill frames, in Proceeding of the Institution of Civil Engineers, Vol. 44, 1969, London U.K
  4. Jazany, R.A., I. Hajirasouliha, H. Farshchi, Influence of masonry infill on the seismic performance of concentrically braced frames. Journal of Constructional Steel Research, 2013. 88; 150–163
  5. Dolšek, M., P. Fajfar, The effect of masonry infills on the seismic response of a four storey reinforced concrete frame - a probabilistic assessment, Engineering Structures, 2008. 30; 3186–3192
  6. Yuen, Y.P., J.S. Kuang, Nonlinear seismic responses and lateral force transfer mechanisms of RC frames with different infill configurations, Engineering Structures, 2015. 91; 125–140
  7. Koutromanos, I., A. Stavridis, P.B. Shing, K. Willam, Numerical modeling of masonry - infilled RC frames subjected to seismic loads. Computers and Structures, 2011. 89; 1026–1037
  8. Bikçe, M., T.B. Çelik, Failure analysis of newly constructed RC buildings designed according to 2007 Turkish Seismic Code during the October 23, 2011 Van earthquake. Engineering Failure Analysis, 2016. 64; 67–84
  9. Ju, R.S., H.J. Lee, C.C. Chen, C.C. Tao, Experimental study on separating reinforced concrete infill walls from steel moment frames. Journal of Constructional Steel Research, 2012. 71; 119–128
  10. Jiang, H., X. Liu, J. Mao, Full-scale experimental study on masonry infilled RC moment-resisting frames under cyclic loads. Engineering Structures, 2015. 91; 70–84
  11. Kuang, J.S., Z. Wang, Cyclic load tests of RC frame with column-isolated masonry infills. in Proceedings of the 2nd European Conference on Earthquake Engineering and Seismology, 2014. Istanbul, Turkey
  12. Sindel, Z., R. Akbaş, and S.S. Tezcan, Drift control and damage in tall buildings, Engineering. Structures, 1996. 18(12); 957–966
  13. Eurocode 8 (EC8), Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings. European Committee for Standardization, 2004, Brussels
  14. ATC - 40, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40 Report, Applied Technology Council, 1996. Redwood City, California
  15. FEMA – 450, NEHRP Recommended Provisi