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Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure

Year 2024, Volume: 35 Issue: 2, 23 - 64, 01.03.2024

Nisar Ahmad Karımzada , Amir Shırkhanı , Engin Aktaş

https://doi.org/10.18400/tjce.1239730

Abstract

This paper addresses the Direct Displacement-Based Design (DDBD) approach of multi-story RC frame structures consistent with changes ‎to design criteria between Turkish earthquake codes of TSC-2007 and TBEC-2018. The corresponding response modification factor (R) of structures designed based on the DDBD approach is also estimated in this research. The design base shear forces of both codes are compared considering different R factors and also with that of the DDBD approach. The results showed that the DDBD approach, as per TBEC-2018, provides RC frame structures with higher R values compared to the similar approach in accordance with TSC-2007. The Endurance Time (ET) method is a time history-based procedure for seismic assessment of ‎structures ‎under intensifying dynamic excitations aided to judge their performance at various intensity levels. Since, up to now, the ET method has not been considered to evaluate the performance of the structures designed by the DDBD approach, this paper addresses this issue. The ET ‎performance curves of RC frames show that structures designed by the DDBD approach in ‎accordance with TBEC-2018 exhibit higher Interstory Drift Ratios (IDRs) values than TSC-2007 at various hazard levels.

Keywords

Direct displacement-based design endurance time method endurance time excitation function interstory drift ratio performance curve pushover analysis response ‎modification factor

References

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  • Panagiotakos, T.B., Fardis, M.N.: A displacement-based seismic design procedure for RC buildings and comparison with EC8. Earthq. Eng. Struct. Dyn. 30, 1439–1462 (2001). https://doi.org/10.1002/eqe.71
  • Priestley, M.J.N., Kowalsky, M.J.: Direct Displacement-Based Seismic Design of Concrete Buildings. Bull. New Zeal. Soc. Earthq. Eng. 33, 421–444 (2000). https://doi.org/10.5459/bnzsee.33.4.421-444
  • Medhekar, M.S., Kennedy, D.J.L.: Displacement-based seismic design of buildings - application. Eng. Struct. 22, 210–221 (2000). https://doi.org/10.1016/S0141-0296(98)00093-5
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  • Yan, L., Gong, J.: Development of displacement profiles for direct displacement based seismic design of regular reinforced concrete frame structures. Eng. Struct. 190, 223–237 (2019). https://doi.org/10.1016/j.engstruct.2019.04.015
  • Giannakouras, P., Zeris, C.: Seismic performance of irregular RC frames designed according to the DDBD approach. Eng. Struct. 182, 427–445 (2019). https://doi.org/10.1016/j.engstruct.2018.12.058
  • Kumbhar, O.G., Kumar, R., Noroozinejad Farsangi, E.: Investigating the efficiency of DDBD approaches for RC buildings. Structures. 27, 1501–1520 (2020). https://doi.org/10.1016/j.istruc.2020.07.015
  • Malla, N., Wijeyewickrema, A.C.: Direct displacement-based design of coupled walls with steel shear link coupling beams. Structures. 34, 2746–2764 (2021). https://doi.org/10.1016/j.istruc.2021.09.004
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  • Mohebbi, M., Noruzvand, M., Dadkhah, H., Shakeri, K.: Direct displacement-based design approach for isolated structures equipped with supplemental fluid viscous damper. J. Build. Eng. 45, (2022). https://doi.org/10.1016/j.jobe.2021.103684
  • Kalapodis, N.A., Muho, E. V., Beskos, D.E.: Seismic design of plane steel MRFS, EBFS and BRBFS by improved direct displacement-based design method. Soil Dyn. Earthq. Eng. 153, 107111 (2022). https://doi.org/10.1016/j.soildyn.2021.107111
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Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure

Year 2024, Volume: 35 Issue: 2, 23 - 64, 01.03.2024

Nisar Ahmad Karımzada , Amir Shırkhanı , Engin Aktaş

https://doi.org/10.18400/tjce.1239730

Abstract

This paper addresses the Direct Displacement-Based Design (DDBD) approach of multi-story RC frame structures consistent with changes ‎to design criteria between Turkish earthquake codes of TSC-2007 and TBEC-2018. The corresponding response modification factor (R) of structures designed based on the DDBD approach is also estimated in this research. The design base shear forces of both codes are compared considering different R factors and also with that of the DDBD approach. The results showed that the DDBD approach, as per TBEC-2018, provides RC frame structures with higher R values compared to the similar approach in accordance with TSC-2007. The Endurance Time (ET) method is a time history-based procedure for seismic assessment of ‎structures ‎under intensifying dynamic excitations aided to judge their performance at various intensity levels. Since, up to now, the ET method has not been considered to evaluate the performance of the structures designed by the DDBD approach, this paper addresses this issue. The ET ‎performance curves of RC frames show that structures designed by the DDBD approach in ‎accordance with TBEC-2018 exhibit higher Interstory Drift Ratios (IDRs) values than TSC-2007 at various hazard levels.

Keywords

Direct displacement-based design endurance time method endurance time excitation function interstory drift ratio performance curve pushover analysis response ‎modification factor

References

  • Zou, X.K., Teng, J.G., De Lorenzis, L., Xia, S.H.: Optimal performance-based design of FRP jackets for seismic retrofit of reinforced concrete frames. Compos. Part B Eng. 38, 584–597 (2007). https://doi.org/10.1016/j.compositesb.2006.07.016
  • FEMA-445: Next-Generation Performance-Based Seismic Design Guidelines: Program Plan for New and Existing Buildings. Prepared for Federal Emergency Management Agency: Washington, DC, USA by Applied Technology Council, August 2006 (2006)
  • FEMA-P-58-1: Seismic performance assessment of buildings: Volume 1 – Methodology. , USA (2018)
  • Kalapodis, N.A., Papagiannopoulos, G.A., Beskos, D.E.: A comparison of three performance-based seismic design methods for plane steel braced frames. Earthq. Struct. 18, 27–44 (2020). https://doi.org/10.12989/eas.2020.18.1.027
  • Chopra, A.K., Goel, R.K.: Direct displacement-based design: Use of inelastic vs. Elastic design spectra. Earthq. Spectra. 17, 47–64 (2001). https://doi.org/10.1193/1.1586166
  • Moehle, J.P.: Displacement-Based Design of RC Structures Subjected to Earthquakes. Earthq. Spectra. 8, 403–428 (1992). https://doi.org/10.1193/1.1585688
  • Panagiotakos, T.B., Fardis, M.N.: A displacement-based seismic design procedure for RC buildings and comparison with EC8. Earthq. Eng. Struct. Dyn. 30, 1439–1462 (2001). https://doi.org/10.1002/eqe.71
  • Priestley, M.J.N., Kowalsky, M.J.: Direct Displacement-Based Seismic Design of Concrete Buildings. Bull. New Zeal. Soc. Earthq. Eng. 33, 421–444 (2000). https://doi.org/10.5459/bnzsee.33.4.421-444
  • Medhekar, M.S., Kennedy, D.J.L.: Displacement-based seismic design of buildings - application. Eng. Struct. 22, 210–221 (2000). https://doi.org/10.1016/S0141-0296(98)00093-5
  • Medhekar, M.S., Kennedy, D.J.L.: Displacement-based seismic design of buildings - theory. Eng. Struct. 22, 201–209 (2000). https://doi.org/10.1016/S0141-0296(98)00092-3
  • Priestley, M.J.N.: Myths and Fallacies in Earthquake Engineering - Conflicts between Design and Reality. Bull. New Zeal. Soc. Earthq. Eng. 26, 329–341 (1993)
  • Sullivan, T.J., Calvi, G.M., Priestley, M.J.N., Kowalsky, M.J.: The limitations and performances of different displacement based design methods. J. Earthq. Eng. 7, 201–241 (2003). https://doi.org/10.1080/13632460309350478
  • Priestley, M.J.N., Calvi, G.M., Kowalsky, M.J.: Displacement-Based Seismic Design of Structures. Pavia, ITALY, IUSS PRESS. ISBN: 978-88-6198-000-6 (2007)
  • Sullivan, T.J., Priestley, M.J.N., Calvi, G.M. reds: A Model Code for the Seismic Design of Structures. IUSS press Pavia, Italy, Pavia, ITALY (2012)
  • Pettinga, J.D., Priestley, M.J.N.: Dynamic behaviour of reinforced concrete frames designed with direct displacement-based design. J. Earthq. Eng. 9, 309–330 (2005). https://doi.org/10.1142/S1363246905002419
  • Sullivan, T.J., Priestley, M.J.N., Calvi, G.M.: Direct displacement-based design of frame-wall structures. J. Earthq. Eng. 10, 91–124 (2006). https://doi.org/10.1080/13632460609350630
  • Moghim, F., Saadatpour, M.M.: The applicability of Direct Displacement-Based Design in designing concrete buildings located in near-fault regions. In: The 14th World Conference on Earthquake Engineering. bl October 12-17 (2008)
  • Belleri, A.: Displacement Based Design for Precast Concrete Structures. Presented at the (2009)
  • Sullivan, T.J., Lago, A.: Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers. Eng. Struct. 35, 140–148 (2012). https://doi.org/10.1016/j.engstruct.2011.11.010
  • Malekpour, S., Dashti, F.: Application of the Direct Displacement Based Design Methodology for Different Types of RC Structural Systems. Int. J. Concr. Struct. Mater. 7, 135–153 (2013). https://doi.org/10.1007/s40069-013-0043-2
  • Pourali, N., Khosravi, H., Dehestani, M.: An investigation of P-delta effect in conventional seismic design and direct displacement-based design using elasto-plastic SDOF systems. Bull. Earthq. Eng. 17, 313–336 (2019). https://doi.org/10.1007/s10518-018-0460-3
  • Sahoo, D.R., Prakash, A.: Seismic behavior of concentrically braced frames designed using direct displacement-based method. Int. J. Steel Struct. 19, 96–109 (2019). https://doi.org/10.1007/s13296-018-0092-0
  • Yan, L., Gong, J.: Development of displacement profiles for direct displacement based seismic design of regular reinforced concrete frame structures. Eng. Struct. 190, 223–237 (2019). https://doi.org/10.1016/j.engstruct.2019.04.015
  • Giannakouras, P., Zeris, C.: Seismic performance of irregular RC frames designed according to the DDBD approach. Eng. Struct. 182, 427–445 (2019). https://doi.org/10.1016/j.engstruct.2018.12.058
  • Kumbhar, O.G., Kumar, R., Noroozinejad Farsangi, E.: Investigating the efficiency of DDBD approaches for RC buildings. Structures. 27, 1501–1520 (2020). https://doi.org/10.1016/j.istruc.2020.07.015
  • Malla, N., Wijeyewickrema, A.C.: Direct displacement-based design of coupled walls with steel shear link coupling beams. Structures. 34, 2746–2764 (2021). https://doi.org/10.1016/j.istruc.2021.09.004
  • Papagiannopoulos, G.A., Hatzigeorgiou, G.D., Beskos, D.E.: Direct Displacement-Based Design. (2021)
  • Sharma, A., Tripathi, R.K., Bhat, G.: Direct-displacement and force-based seismic assessment of RC frame structures. J. Build. Pathol. Rehabil. 7, (2022). https://doi.org/10.1007/s41024-021-00160-z
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There are 80 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Research Articles
Authors

Nisar Ahmad Karımzada 0000-0002-0915-5397

Amir Shırkhanı 0000-0003-2532-2906

Engin Aktaş 0000-0002-5706-2101

Early Pub Date October 23, 2023
Publication Date March 1, 2024
Submission Date January 20, 2023
Published in Issue Year 2024 Volume: 35 Issue: 2

Cite

APA Karımzada, N. A., Shırkhanı, A., & Aktaş, E. (2024). Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure. Turkish Journal of Civil Engineering, 35(2), 23-64. https://doi.org/10.18400/tjce.1239730
AMA Karımzada NA, Shırkhanı A, Aktaş E. Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure. TJCE. March 2024;35(2):23-64. doi:10.18400/tjce.1239730
Chicago Karımzada, Nisar Ahmad, Amir Shırkhanı, and Engin Aktaş. “Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure”. Turkish Journal of Civil Engineering 35, no. 2 (March 2024): 23-64. https://doi.org/10.18400/tjce.1239730.
EndNote Karımzada NA, Shırkhanı A, Aktaş E (March 1, 2024) Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure. Turkish Journal of Civil Engineering 35 2 23–64.
IEEE N. A. Karımzada, A. Shırkhanı, and E. Aktaş, “Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure”, TJCE, vol. 35, no. 2, pp. 23–64, 2024, doi: 10.18400/tjce.1239730.
ISNAD Karımzada, Nisar Ahmad et al. “Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure”. Turkish Journal of Civil Engineering 35/2 (March 2024), 23-64. https://doi.org/10.18400/tjce.1239730.
JAMA Karımzada NA, Shırkhanı A, Aktaş E. Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure. TJCE. 2024;35:23–64.
MLA Karımzada, Nisar Ahmad et al. “Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure”. Turkish Journal of Civil Engineering, vol. 35, no. 2, 2024, pp. 23-64, doi:10.18400/tjce.1239730.
Vancouver Karımzada NA, Shırkhanı A, Aktaş E. Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure. TJCE. 2024;35(2):23-64.
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