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Year 2018, Volume: 2 Issue: 2, 86 - 91, 15.08.2018

Abstract

References

  • 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 Provisions for Seismic Regulations for New Buildings and Other Structures. Federal Emergency Management Agency, 2003. Washington, D.C.
  • 16. TEC. Deprem Bölgelerinde Yapılacak Binalar Hakkında Esaslar, The Ministry of Public Works and Settlement, 2007, Ankara. (in Turkish)
  • 17. Eroğlu Azak T., B.Ö. Ay, and S. Akkar, A Statistical Study on Geometrical Properties of Turkish Reinforced Concrete Building Stock, in 2nd European Conference on Earthquake Engineering and Seismology 2014, Istanbul, Turkey.

Effective relative storey drift limits in flexible jointed infill wall applications

Year 2018, Volume: 2 Issue: 2, 86 - 91, 15.08.2018

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.

References

  • 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 Provisions for Seismic Regulations for New Buildings and Other Structures. Federal Emergency Management Agency, 2003. Washington, D.C.
  • 16. TEC. Deprem Bölgelerinde Yapılacak Binalar Hakkında Esaslar, The Ministry of Public Works and Settlement, 2007, Ankara. (in Turkish)
  • 17. Eroğlu Azak T., B.Ö. Ay, and S. Akkar, A Statistical Study on Geometrical Properties of Turkish Reinforced Concrete Building Stock, in 2nd European Conference on Earthquake Engineering and Seismology 2014, Istanbul, Turkey.
There are 17 citations in total.

Details

Primary Language English
Journal Section Research Articles
Authors

Muhammet Erdem

Murat Bikçe

Publication Date August 15, 2018
Submission Date March 9, 2018
Acceptance Date May 29, 2018
Published in Issue Year 2018 Volume: 2 Issue: 2

Cite

APA Erdem, M., & Bikçe, M. (2018). Effective relative storey drift limits in flexible jointed infill wall applications. International Advanced Researches and Engineering Journal, 2(2), 86-91.
AMA Erdem M, Bikçe M. Effective relative storey drift limits in flexible jointed infill wall applications. Int. Adv. Res. Eng. J. August 2018;2(2):86-91.
Chicago Erdem, Muhammet, and Murat Bikçe. “Effective Relative Storey Drift Limits in Flexible Jointed Infill Wall Applications”. International Advanced Researches and Engineering Journal 2, no. 2 (August 2018): 86-91.
EndNote Erdem M, Bikçe M (August 1, 2018) Effective relative storey drift limits in flexible jointed infill wall applications. International Advanced Researches and Engineering Journal 2 2 86–91.
IEEE M. Erdem and M. Bikçe, “Effective relative storey drift limits in flexible jointed infill wall applications”, Int. Adv. Res. Eng. J., vol. 2, no. 2, pp. 86–91, 2018.
ISNAD Erdem, Muhammet - Bikçe, Murat. “Effective Relative Storey Drift Limits in Flexible Jointed Infill Wall Applications”. International Advanced Researches and Engineering Journal 2/2 (August 2018), 86-91.
JAMA Erdem M, Bikçe M. Effective relative storey drift limits in flexible jointed infill wall applications. Int. Adv. Res. Eng. J. 2018;2:86–91.
MLA Erdem, Muhammet and Murat Bikçe. “Effective Relative Storey Drift Limits in Flexible Jointed Infill Wall Applications”. International Advanced Researches and Engineering Journal, vol. 2, no. 2, 2018, pp. 86-91.
Vancouver Erdem M, Bikçe M. Effective relative storey drift limits in flexible jointed infill wall applications. Int. Adv. Res. Eng. J. 2018;2(2):86-91.



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