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As high-rise buildings gradually increase, their seismic performance has become a focus in the engineering field. To improve the functional recovery ability and economy of buildings after earthquakes, a resilience-based seismic design method for reinforced concrete structures is proposed. An indicator system that can reflect the functional loss of buildings after earthquakes is developed. A seismic design strategy based on functional recovery indicators is proposed to improve the seismic performance and economy, while shortening the recovery time after earthquakes. The research results indicated that the average inter story displacement of the standard seismic method for reinforced concrete structures was 168 mm. The inter story displacement of the seismic resistance method for reinforced concrete structures based on resilience objectives was 192 mm. The repair time for standard seismic method of reinforced concrete structures was 33 days. The repair time for the seismic resistance method of reinforced concrete structures based on resilience was 24 days. The resilience-based seismic design method is superior to traditional methods in controlling structural damage, reducing repair cost, and shortening repair time. The designed method proposed in the study not only enhances the seismic resilience of the structure, but also has significant economic and social benefits, providing a new perspective and practical tools for the seismic design of high-rise buildings.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
471--484
Opis fizyczny
Bibliogr. 19 poz., il., tab.
Twórcy
autor
- Anyang Vocational and Technical College, Anyang, China
Bibliografia
- [1] R. Lagos, M. Lafontaine, P. Bonelli, R. Boroschek, T. Guendelman, L.M. Massone, and F. Yañez, “The quest for resilience: the chilean practice of seismic design for reinforced concrete buildings”, Earthquake Spectra, vol. 37, no. 1, pp. 26-45, 2021, doi: 10.1177/8755293020970978.
- [2] P. Vasudev and A. Radke, “Performance-based seismic design of reinforced concrete structure-a review”, International Research Journal on Advanced Engineering Hub (IRJAEH), vol. 2, no. 3, pp. 555-558, 2024, doi: 10.47392/IRJAEH.2024.0080.
- [3] M. Zameeruddin and K.K. Sangle, “Performance-based seismic assessment of reinforced concrete moment resisting frame”, Journal of King Saud University-Engineering Sciences, vol. 33, no. 3, pp. 153-165, 2021, doi: 10.1016/j.jksues.2020.04.005.
- [4] M. Mavros, M. Panagiotou, I. Koutromanos, R. Alvarez, and J.I. Restrepo, “Seismic analysis of a modern 14-story reinforced concrete core wall building system using the BTM-shell methodology”, Earthquake Engineering & Structural Dynamics, vol. 51, no. 6, pp. 1540-1562, 2022, doi: 10.1002/eqe.3627.
- [5] H. Leyva, J. Bojórquez, E. Bojórquez, A. Reyes-Salazar, J. Carrillo, and F. López-Almansa, “Multi-objective seismic design of BRBs-reinforced concrete buildings using genetic algorithms”, Structural and Multidisciplinary Optimization, vol. 64, no. 4, pp. 2097-2112, 2021, doi: 10.1007/s00158-021-02965-5.
- [6] P.K.V.R. Padalu and M. Surana, “An overview of performance-based seismic design framework for reinforced concrete frame buildings”, Iranian Journal of Science and Technology, Transactions of Civil Engineering, vol. 48, no. 2, pp. 635-667, 2024, doi: 10.1007/s40996-023-01217-4.
- [7] S. Sattar, A. Hulsey, G. Hagen, F. Naeim, and S. McCabe, “Implementing the performance-based seismic design for new reinforced concrete structures: comparison among ASCE/SEI 41, TBI, and LATBSDC”, Earthquake Spectra, vol. 37, no. 3, pp. 2150-2173, 2021, doi: 10.1177/8755293020981968.
- [8] P. Zakian and A. Kaveh, “Seismic design optimization of engineering structures: a comprehensive review”, Acta Mechanica, vol. 234, no. 4, pp. 1305-1330, 2023, doi: 10.1007/s00707-022-03470-6.
- [9] A. Kaveh, L. Mottaghi, and R.A. Izadifard, “Sustainable design of reinforced concrete frames with non-prismatic beams”, Engineering with Computers, vol. 38, no. 1, pp. 69-86, 2022, doi: 10.1007/s00366-020-01045-4.
- [10] B.A. Hidayat, H.T. Hu, F.P. Hsiao, et al., “Seismic behavior and failure modes of non-ductile three-story reinforced concrete structure: a numerical investigation”, Computers and Concrete, vol. 27, no. 5, pp. 457-472, 2021, doi: 10.12989/cac.2021.27.5.457.
- [11] S. Etli and E.M. Güneyisi, “Assessment of seismic behavior factor of code-designed steel-concrete composite buildings”, Arabian Journal for Science and Engineering, vol. 46, no. 5, pp. 4271-4292, 2021, doi: 10.1007/s13369-020-04913-9.
- [12] X. Zhang, X. Liu, S. Zhang, J. Wang, L. Fu, J. Yang, and Y. Huang, “Analysis on displacement-based seismic design method of recycled aggregate concrete-filled square steel tube frame structures”, Structural Concrete, vol. 24, no. 3, pp. 3461-3475, 2023, doi: 10.1002/suco.202200720.
- [13] L. Velasco, A. Hospitaler, and H. Guerrero, “Optimal design of the seismic retrofitting of reinforced concrete framed structures using BRBs”, Bulletin of Earthquake Engineering, vol. 20, no. 10, pp. 5135-5160, 2022, doi: 10.1007/s10518-022-01394-z.
- [14] P. Zakian and A. Kaveh, “Multi-objective seismic design optimization of structures: a review”, Archives of Computational Methods in Engineering, vol. 31, no. 2, pp. 579-594, 2024, doi: 10.1007/s11831-023-09992-z.
- [15] A. Kaveh, L. Mottaghi, and R.A. Izadifard, “An integrated method for sustainable performance-based optimal seismic design of RC frames with non-prismatic beams”, Scientia Iranica, vol. 28, no. 5, pp. 2596-2612, 2021, doi: 10.24200/sci.2021.58452.5728.
- [16] O.K. Soureshjani and A. Massumi, “Seismic behavior of RC moment resisting structures with concrete shear wall under mainshock-aftershock seismic sequences”, Bulletin of Earthquake Engineering, vol. 20, no. 2, pp. 1087-1114, 2022, doi: 10.1007/s10518-021-01291-x.
- [17] Z.P. Chen, D.C. Feng, and G. Wu, “Seismic performance and design process majorization of a reinforced concrete grid frame wall”, Journal of Earthquake Engineering, vol. 26, no. 5, pp. 2381-2410, 2022, doi: 10.1080/13632469.2020.1760967.
- [18] A. Shafigh, H.R. Ahmadi, and M. Bayat, “Seismic investigation of cyclic pushover method for regular reinforced concrete bridge”, Structural Engineering and Mechanics, vol. 78, no. 1, pp. 41-52, 2021, doi: 10.12989/sem.2021.78.1.041.
- [19] Y. Elmoghazy, E.M.O. Abuelgasim, et al., “Effective mechanical properties evaluation of unidirectional and bidirectional composites using virtual domain approach at microscale”, Archives of Advanced Engineering Science, vol. 1, no. 1, pp. 27-37, 2023, doi: 10.47852/bonviewAAES32021723.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ddd2ef6c-da0c-4d72-8b38-882cfbef091c
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