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A new approach for base isolation design in building codes

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Abstract

Base isolation is now a well-established technology for the structures earthquake protection. Several national building codes now include chapters on base isolation, to promulgate and expand seismic isolation technique and enhance its application to buildings. After gathering more information on the building codes in Japan, China, IBC2009, Italy, Taiwan, and Algeria (RPA 99), and using a benchmark building, a comparative study is conducted to understand and illustrate the differences in the isolation provisions of the building codes. The building’s characteristics such as weight, height, hysteresis properties and soil condition are fixed in all cases, and the properties of the lead rubber bearing isolation devices are also kept constant. In this research, a new approach for the design of base-isolated buildings has been proposed in adequacy with the Algerian seismic regulations. It is essentially based on both the linear equivalent method for determining the design displacement using an iterative process on one hand and time history analysis methods on the other hand, also knowing that the response reduction factor is very important in the widely used equivalent linear analysis method. This new method was validated by a numerical modeling, which is a comparative study with several regulations in the world, which showed very satisfactory results in design displacement and base shear force, which agree very well with the various regulations.

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References

  • Bhandari, M., Bharti, S., Shrimali, M., & Datta, T. (2018a). Assessment of proposed lateral load patterns in pushover analysis for base-isolated frames. Engineering Structures, 175, 531–548.

    Article  Google Scholar 

  • Bhandari, M., Bharti, S., Shrimali, M., & Datta, T. (2018b). The numerical study of base-isolated buildings under near-field and far-field earthquakes. Journal of Earthquake Engineering, 22(6), 989–1007.

    Article  Google Scholar 

  • Bhandari, M., Bharti, S. D., Shrimali, M. K., & Datta, T. K. (2019a). Applicability of capacity spectrum method for base-isolated building frames at different performance points. Journal of Earthquake Engineering. https://doi.org/10.1080/13632469.2018.1515795.

    Google Scholar 

  • Bhandari, M., Bharti, S., Shrimali, M., & Datta, T. (2019b). Performance of base-isolated building frame for extreme earthquakes. In A. Rama Mohan Rao, K. Ramanjaneyulu (Eds.), Recent advances in structural engineering, Volume 1 (pp. 1025–1036). Singapore: Springer.

  • Bhandari, M., Bharti, S., Shrimali, M., & Datta, T. (2019c). Seismic fragility analysis of base-isolated building frames excited by near-and far-field earthquakes. Journal of Performance of Constructed Facilities, 33(3), 04019029.

    Article  Google Scholar 

  • Blakeiey, R., & Megget, M. (1979). Recommendations for the design and construction of base isolated structures. Work, 3, 4.

    Google Scholar 

  • Cameron, W. I., & Green, R. A. (2007). Damping correction factors for horizontal ground-motion response spectra. Bulletin of the Seismological Society of America, 97(3), 934–960.

    Article  Google Scholar 

  • Council, I. C., International, S. B. C. C., Officials, B., International, C. A., & Officials, I. C. o. B. (2009). International Building Code 2009: (Falls Church, VA. International Code Council). ISBN: 978-1-58001-725-1

  • Djedoui, N., Ounis, A., Mahdi, A., & Zahrai, S. M. (2018). Semi-active fuzzy control of tuned mass damper to reduce base-isolated building response under harmonic excitation. Jordan Journal of Civil Engineering, 12(3), 435–448.

    Google Scholar 

  • Djedoui, N., Ounis, A., Pinelli, J., & Abdeddaim, M. (2017). Hybrid control systems for rigid buildings structures under strong earthquakes. Asian Journal of Civil Engineering (BHRC), 18(6), 893–909.

    Google Scholar 

  • Dolce, M., & Santarsiero, G. Development of regulations for seismic isolation and passive energy dissipation of buildings and bridges in italy and europe. In 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada, 2004

  • Engineers, A. S. C. (2010). Minimum Design Loads for Buildings and Other Structures: Second Printing. Raston: American Society of Civil Engineers.

    Google Scholar 

  • Feng, D., Chan, T.-C., Wang, S., Chen, H.-Y., & Chang, Y. Response analysis study of a base-isolated building based on seismic codes worldwide. In 4th International Conference on Earthquake Engineering. Taipei, Taiwan, 2006a

  • Feng, D., Liu, W., Masuda, K., Wang, S., & Huan, S. (2006b). A comparative study of seismic isolation codes worldwide part I: Design Spectrum. In: 1st ECEES.

  • Feng, D., Miyama, T., Liu, W., Yang, Q., & Chan, T.-C. (2012). A new design procedure for seismically isolated buildings based on seismic isolation codes worldwide. In: Proceedings of 15WCEE.

  • Isolation J. S. o. S. (2010). JSSI Guideline for Design of Seismically Isolated Buildings using Time-History Analysis Method (in Japanese): Ohmsha.

  • Kanamori, H. (1978). Quantification of earthquakes. Nature, 271(5644), 411.

    Article  Google Scholar 

  • Ministry of Construction, P. R. C. (2011). Code for Seismic Design of Buildings GB 50011-2010 (in Chinese). Beijing: China Building Industry Press.

    Google Scholar 

  • Ministry of the Interior, T. (2011). Seismic Design Code of Buildings (in Chinese). Beijing: Mechanical Industry Press.

    Google Scholar 

  • NTC. (2008). Nuove norme tecniche per le costruzioni: D. min. infrastrutture 14 gennaio 2008 (In Italian). Rome: Legislazione Tecnica.

    Google Scholar 

  • Ounis, H. M., & Ounis, A. (2013). Parameters influencing the response of a base-isolated building. Slovak Journal of Civil Engineering, 21(3), 31–42.

    Article  Google Scholar 

  • Parasismique, C. N. D. R. A. E. G. (2000). Règles parasismiques algériennes RPA 99: document technique réglementaire D.T.R.-B.C.-2.48: Ministère de l ‘habitat.

  • Takewaki, I. (2011). Building Control with Passive Dampers: Optimal Performance-Based Design for Earthquakes. Hoboken: Wiley.

    Google Scholar 

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Correspondence to Hadj Mohamed Ounis.

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Ounis, H.M., Ounis, A. & Djedoui, N. A new approach for base isolation design in building codes. Asian J Civ Eng 20, 901–909 (2019). https://doi.org/10.1007/s42107-019-00153-x

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