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Effect of setback irregularity location on the performance of RC building frames under seismic excitation

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The setback is a frequent type of irregularity expected in complex-shaped buildings. The main purpose of the present paper is to emphasize the influence of setback location on the performance of reinforced concrete building structures under seismic excitation. In this research study, 68 building models with setback values vary from 0.1 L to 0.5 L, located at various levels, are studied. Non-linear static (pushover) analyses were conducted. All building models are analyzed using a finite element calculation code. The outcomes show that setback irregularity location has a significant effect on the seismic behavior of the structure. Based on the regression analysis of the results obtained in the current study, a mathematical formula is proposed to quantify the effect of setback location on the performance of building structures. The results of this study would aid all professionals in the building sector to anticipate the response of these types of structures during the design phase.
Rocznik
Strony
399--412
Opis fizyczny
Bibliogr. 19 poz., il., tab.
Twórcy
  • Laboratory of Materials, Mechanics and Civil Engineering, National School of Applied Sciences, Ibn Zohr University, Agadir, Morocco (student)
  • Laboratory of Materials, Mechanics and Civil Engineering, National School of Applied Sciences, Ibn Zohr University, Agadir, Morocco
Bibliografia
  • 1. M. S. Azad, M. M. Sazzad, N. Samadder, and M. F. Rahman, “Effect of Setback Percentages in Vertically Irregular Concrete Buildings on Response to Earthquake,” Proceedings of International Conference on Planning, Architecture and Civil Engineering, 2019.
  • 2. A. S. Bhosale, R. Davis, and P. Sarkar, “Vertical Irregularity of Buildings: Regularity Index versus Seismic Risk », ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, vol. 3, no 3, p. 04017001, 2017.
  • 3. A. R. Habibi and K. Asadi, “Seismic Performance of Reinforced Concrete Moment Resisting Frames with Setback Based on Iranian Seismic Code,” International Journal of Civil Engineering, Transaction A: Civil Engineering, vol. 12, n°1, 2014.
  • 4. Lu, X., Su, N., & Zhou, Y. “Nonlinear time history analysis of a super-tall building with setbacks in elevation.” The Structural Design of Tall and Special Building, 22(7), 593‑614. doi:10.1002/tal.717V, 2011.
  • 5. A. Habibi, M. Vahed, and K. Asadi, “Evaluation of Seismic performance of RC setback frames,” Structural Engineering and Mechanics, vol. 66, no. 5, pp. 609-619, 2018.
  • 6. Sarkar, P., Prasad, A. M., & Menon, D. “Vertical Geometric Irregularity in Stepped Building Frames.” Engineering Structures, 32(8), 2175-2182. doi:10.1016/j.engstruct.2010.03.020, 2010.
  • 7. Constantinos C. Repapis, & Christos A. Zeris “Performance Investigation of Existing RC Buildings with Height Irregularity using the IDA Procedure.” Journal of Earthquake Engineering, 1-31. doi:10.1080/13632469.2018.1488777, 2018.
  • 8. Seismic Building Regulations (RPS2000) revised version 2011, Ministry of National Territory Planning, Urbanism, Housing, and Urban Policy. Technical Department of Housing, Kingdom of Morocco, 2011.
  • 9. SAP2000. Integrated finite element analysis and design of structures basic analysis reference manual. Computers and Structures Inc., Berkeley, California, USA, December 2011.
  • 10. Ghosh, R., Debbarma, R. “Performance evaluation of setback buildings with open ground storey on plain and sloping ground under earthquake loadings and mitigation of failure,” Int J Adv Struct Eng 9, 97-110, doi.org/10.1007/s40091-017-0151-3, 2017.
  • 11. K. Fujii, “Assessment of Pushover-Based Method to a Building with Bidirectional Setback,” Earthquakes Structures, vol. 11, no 3, pp. 421-443, 2016.
  • 12. M. Inel and H. B. Ozmen, “Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings,” Engineering Structures, vol. 28, no 11, pp. 1494-1502, 2006.
  • 13. ATC-40, “Seismic evaluation and retrofit of concrete buildings,” Applied Technology Council, volume 1, Redwood City, USA, 1996.
  • 14. S. Varadharajan, V. K. Sehgal, and B. Saini, “Determination of Inelastic Seismic Demands of RC Moment Resisting Setback Frames,” Archives of Civil and Mechanical Engineering, vol. 13, no 3, pp. 370-393, 2013.
  • 15. Mohd. Zameeruddin and Keshav K. Sangle, “Review on Recent Developments in the Performance-Based Seismic Design of Reinforced Concrete Structures,” Structures, vol. 6, pp. 119-133, 2016.
  • 16. P. Fajfar, “Capacity Spectrum Method Based on Inelastic Demand Spectra,” Earthquake Engineering and Structural Dynamics, vol. 28, pp. 979-993, 1999.
  • 17. EC2, European Committee for Standardization, EN-1992-1-1, Eurocode 2, “Design of concrete structures”, Part 1-1: General Rules and Rules for Buildings, Brussels, 2004.
  • 18. EC8, European Committee for Standardization, EN-1998-1, Eurocode 8, “Design of Structures for Earthquake Resistance”, Part 1: General Rules, Seismic Actions, and Rules for Buildings, Brussels, 2004.
  • 19. Freeman, S. A., “The capacity spectrum method as a tool for seismic design”, Proceedings of the 11th European Conference on Earthquake Engineering, Paris, France, 1998.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-26c4b0ef-28d9-4b89-a855-fa2d33d6f239
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