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Home > Vol 16, No 3 (Jul.–Sep. 2023): Special Issue > Rao

Operational Dynamic Response of Burj Khalifa and Reinforced Concrete Buildings for Safety Against Pounding

Praveena Rao, Hemaraju Pollayi

Abstract


Random ground motions in horizontal, vertical and arbitrary directions radiate away from the focus or the hypocenter under the surface of the earth during an earthquake. When the earth shakes violently, the buildings, which act as vertical cantilevers, undergo vibrations inducing significant inertial forces. Large uncertainties are associated with the response of the buildings to random lateral forces; thus it is of paramount importance to understand the dynamic structural behavior of high rise buildings. Real world high rise building such as Burj Khalifa has been analyzed by response spectrum analysis with the lumped-mass model. The response of Burj Khalifa is simulated when subjected to ground acceleration motion of different earthquake recordings within a MATLAB framework. The ground motion acceleration databases of the El Centro earthquake in 1940 and Bhuj earthquake in 2001 are taken as inputs for the present analysis with other inputs pertaining to different storey masses, storey-stiffness, number of stories, damping ratios and mode shapes. Furthermore, numerical examples to demonstrate the impact of a safe seismic gap between adjacent buildings to prevent pounding or collision during seismic events are presented. It may be observed that computation and adoption of critical gaps between buildings facilitate the best-optimized use of land and provide safety against the pounding of multi-storey buildings under the effect of earthquake excitations.

Keywords



[1] G. M. Calvi, M. J. N. Priestley, and M. J. Kowalsky, “Displacement-based seismic design of structures,” presented at 3rd Panhellenic Antiseismic Conference Engineering and Technical Seismology, Athens, Greece, Nov. 5–7, 2008.

[2] P. B. Waghmare, P. S. Pajgade, and N. M. Kanhe, “Response spectrum analysis of a shear frame structure by using MATLAB,” International Journal of Applied Science and Engineering Research, vol. 1, no. 2, pp. 1–10, 2012.

[3] B. H. Ali, B. A. Saeed, and T. A. Hussein, “Time history analysis of frame structure systems by state-space representation method,” Polytechnic Journal, vol. 10, no. 1, pp. 140–147, 2020.

[4] H. Yadav and A. Gupta, “Time history comparison of building structure using Etabs,” International Journal of Research, vol. 5, no. 15, pp. 1720– 1725, 2018.

[5] A. B. M. S. Islam, S. I. Ahmad, and J. Mohammed, “Generation of response spectra along with time history for earthquake in Dhaka for dynamic analysis of structure,” SUST Studies, vol. 14, no. 2, pp. 56–68, 2011.

[6] A. S. Patil and N. P. D. Kumbhar, “Time history analysis of multistoried RCC buildings for different seismic intensities,” International Journal of Structural and Civil Engineering, vol. 2, no. 3, pp. 194–201, 2013.

[7] M. T. Raagavi and S. Sidhardhan, “A study on seismic performance of various irregular structures,” International Journal of Research in Engineering and Science, vol. 9, no. 5, pp. 12–19, 2021.

[8] S. K. Dubey, P. Sangamnerkar, and A. Agrawal, “Dynamics analysis of structures subjected to earthquake load,” International Journal of Advanced Engineering and Research Development, vol. 2, no. 9, pp. 11–19, 2015.

[9] E. H. Susan, M. Stacey, B. Roger, and M. A. Gail, “The 26 January 2001 M 7.6 Bhuj, India, Earthquake: Observed and predicted ground motions,” Bulletin of the Seismological Society of America, vol. 92, no. 6, pp. 2061–2079, 2002.

[10] K. S. Patil, S. S. Desai, R. S. Dahifale, T. P. Shashikant, and A. M. Rajput, “Time history analysis and design of multi-storeyed building,” International Journal of Research in Engineering and Science, vol. 9, no. 7, pp. 38–43, 2021.

[11] F. D. Luca and L. Lombardi, “Ec8 design through linear time history analysis versus response spectrum analysis – Is it an enhancement for Pbee,” presented at 16th World Conference on Earthquake, Santiago, Chile, Jan. 9–13, 2017.

[12] S. G. Dasari and K. S. Rao, “Seismic and time history performance of RCC framed buildings with and without passive energy dissipators,” International Journal of Engineering and Advanced Technology, vol. 9, no. 3, pp. 2230– 2240, 2020.

[13] M. Puttegowda, H. Pulikkalparambil, and S. M. Rangappa, “Trends and developments in natural fiber composites,” Applied Science and Engineering Progress, vol. 14, no. 4, pp. 543– 552, 2021, doi: 10.14416/j.asep.2021.06.006.

[14] C. Chhindam and P. Autade, “Seismic time history analysis of six story shear building with newmark-β method and ETABS,” International Journal of Research in Engineering and Technology, vol. 7, no. 3, pp. 49–54, 2018.

[15] N. Takahashi and Y. Hachiro, “Sequential timehistory analysis of building structures under Earthquake and Tsunami Loads,” presented at Eleventh U. S. National Conference on Earthquake Engineering, Los Angeles, California, Jun. 25–29, 2018.

[16] S. Ricke and B. K. R. Prasad, “Response spectrum analysis of tall building using python,” International Journal of Engineering Research and Technology, vol. 8, no. 7, pp. 1000–1006, 2019.

[17] P. George and P.Vagelis, “Open seismo matlab: A new open-source software for strong ground motion data processing,” Heliyon, vol. 4, no. 9, 2018, Art. no. e00784.

[18] J. Pengcheng and H. A. Amir, “Artificial intelligence in seismology: Advent, performance and future trends,” Geoscience Frontiers, vol. 11, no. 3, pp. 739–744, 2019.

[19] L. Reza and R. Rahimeh, “Three-dimensional numerical model for seismic analysis of structures,” Civil Engineering and Architecture, vol. 8, no. 3, pp. 237–245, 2020.

[20] R. Makara, “Seismic analysis: Response spectrum analysis method with MATLAB,” Gangneung- Wonju National University, Korea, 2016.

[21] T. Mostafa, “Simulation of strong ground motion parameters of the 1 June 2013 Gulf of Suez Earthquake Egypt,” NRIAG Journal of Astronomy and Geophysics, vol. 6, no. 1, pp. 30–40, 2016.

[22] J. P. McCalpin and M. G. Thakkar, “2001 Bhuj- Kachchh earthquake: Surface faulting and its relation with neotectonics and regional structures, Gujarat, Western India,” Annals of Geo-Physics, vol. 46, no. 5, pp. 937–956, 2003.

[23] S. A. Freeman, “Response spectra as a useful design and analysis tool for practicing structural engineers,” ISET Journal of Earthquake Technology, vol. 44, no. 1, pp. 25–37, 2007.

[24] K. Kasai and B. F. Maison, “Building pounding damage during the 1989 Loma Prieta earthquake,” Engineering Structures, vol. 19, no. 3, pp. 195–207, 1997.

[25] S. M. Khatami, H. Naderpour, A. Mortezaei, S. T. Tafreshi, A. Jakubczyk-Galczy´nska, and R. Jankowski, “Predicting the peak structural displacement preventing pounding of buildings during earthquakes,” Journal of Physics: Conference Series, ICAPSM, 2010, doi: 10.1088/1742- 6596/2070/1/012010.

[26] H. Naderpour, S. M. Khatami, and R. C. Barros, “Prediction of critical distance between two MDOF systems subjected to seismic excitation in terms of artificial neural networks” Periodica Polytechnica Civil Engineering, vol. 61, no. 3, pp. 516–529, 2017.

[27] J. Penzien, “Evaluation of building separation distance required to prevent pounding during strong earthquakes,” Earthquake Engineering and Structural Dynamics, vol. 26, no. 8, pp. 849–858, 1997.

[28] J. Lin and C. Weng, “Probability analysis of seismic pounding of adjacent buildings,” Earthquake Engineering and Structural Dynamics, vol. 30, no. 10, pp. 1539–1557, 2001.

[29] D. Lopez-Garcia and T. T. Soong, “Evaluation of current criteria in predicting the separation necessary to prevent seismic pounding between nonlinear hysteretic structural systems,” Engineering Structures, vol. 31, no. 5, pp. 1217– 1229, 2009.

[30] H. Naderpour, R. C. Barros, S. M. Khatami, and R. Jankowski, “Numerical study on pounding between two adjacent buildings under earthquake excitation,” Shock and Vibration, vol. 2016, 2016, Art. no. 1504783.

[31] K. Kasai, A. R. Jagiasi, and V. Jeng, “Inelastic vibration phase theory for seismic pounding mitigation,” Journal of Structural Engineering, vol. 122, no. 10, pp. 1136–1146, 1996.

[32] S. M. Khatami, H. Naderpour, S. M. N. Razavi , R. C. Barros, B. Soltysik, and R. Jankowski, “An ANN-based approach for prediction of sufficient seismic gap between adjacent buildings prone to earthquake-induced pounding,” Applied Science, vol. 10, no. 10, 2020, Art. no. 3591.

[33] Q. Wu, Z. Liu, T. Wang, and X. Chen, “Theoretical and experimental study of the pounding response for adjacent inelastic MDOF structures based on dimensional analysis,” Hindawi Shock and Vibration, vol. 2021, 2021, Art. no. 6801821.

[34] C. Rajaram and P. K. Ramancharla, “Comparison of codal provisions on pounding between adjacent buildings,” International Journal of Earth Sciences and Engineering, vol. 5, no. 1, pp. 72–82, 2012.

[35] C. Rajaram and P. K. Ramancharla “Calculation of separation distance between adjacent buildings: A review on codal provisions,” International Journal of Earth Sciences and Engineering, vol. 17, no. 1, pp. 31–42, 2015.

[36] A. K. Chopra, Dynamics of Structures, Theory and Application to Earthquake Engineering. New Jersey: Prentice-Hall, 1995.

[37] M. Paz, Structural Dynamics, Theory and Computation. New Delhi: CBS, 1987.

[38] Indian standard criteria for earthquake resistant design of structures - part 1 general provisions and buildings, IS 1893(Part 1), Bureau of Indian Standards, India, 2002.

[39] Indian standard ductile detailing of reinforced concrete structures subjected to seismic forces, IS 13920, Bureau of Indian Standards, India, 1993.

[40] Indian standard plain and reinforced concrete, IS 456, Bureau of Indian Standards, India, 2000.

[41] B. Young, “Burj Khalifa Engineering the World’s Tallest Building Part 1,” Skidmore, Owings and Merrill LLP, Illinois, USA, 2022.

[42] A. Ahmad, “Validating the structural behavior and response of Burj Khalifa: Synopsis of the full scale structural health monitoring programs,” International Journal of High-Rise Buildings, vol. 1, no. 1, pp. 37–51, 2012.

[43] N. Subramanian, “Burj Khalifa, World's Tallest Structure,” NBM and CW, vol. 15, Jan 2010.

[44] D. S. R. Prasad, “Burj Khalifa - Construction and quality control,” International Journal of Research in Engineering and Technology, vol. 5, no. 20, pp. 9–19, 2016.

[45] T. H. Setiawan, S. P. Waluyo, and N. Samudra, “The effects of façade design change on the heating and airflow through the building skin of Universitas Multimedia Nusantara Tower 3,” Applied Science and Engineering Progress, vol. 13, no. 2, pp. 166–174, 2020, doi: 10.14416/ j.asep.2020.01.008.

[46] A. Ahmad, S. E. K. Kim, and J. H. Kim, “Brief on the construction planning of the Burj Khalifa Project, Dubai, UAE,” presented at CTBUH, 8th World Congress, Dubai, Mar. 3–5, 2008.

[47] W. F. Baker, D. S. Korista, and L. C. Novak, “Burj Dubai: Engineering the world’s tallest building,” The Structural Design of Tall and Special Buildings Wiley Interscience, vol. 16, pp. 361–375, Nov. 2007.

[48] MATLAB, MATLAB R2022b, MathWorks, GITAM University, Visakhapatnam, India, 2022.

Full Text: PDF

DOI: 10.14416/j.asep.2023.01.006

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