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Evaluation of steel frame structures with the response of seismic isolators

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Języki publikacji
EN
Abstrakty
EN
As science keeps evolving over time, new solutions are being put forward for reducing structural damage. One such solution is the use of seismic isolation systems. Seismic isolation systems reduce the response of structures to the force of earthquakes by reducing the input (force) acceleration when the natural period of the structure increases. Therefore, the use of seismic isolation systems is recommended in the analysis of diverse structures. This study was carried out on seismically isolated buildings with 8, 10, and 12 regular steel floors, modeled by a non-linear isolator in two-, or three-second periods. The differences in data and the responses of the buildings were compared with fixedbase buildings with 8, 10, and 12 floors.
Rocznik
Strony
23--47
Opis fizyczny
Bibliogr. 18 poz., rys., tab., wykr.
Twórcy
  • Kharazmi University, Department of Civil Engineering, Tehran, Iran
  • Western Sydney University, Centre for Infrastructure Engineering, Sydney, Australia
  • Western Sydney University, Centre for Infrastructure Engineering, Sydney, Australia
Bibliografia
  • 1. Alan, C. and Sürmeli, M. 2011. Shear building representations of seismically isolated buildings. Bulletin of Earthquake Engineering 9(5), 1643.
  • 2. Baghchesaraei, A. and Baghchesaraei, O. 2014. The Importance of Infrastructures in the Development of Modern Methods of Construction. International Journal of Applied Engineering Research 9(21), 11689-11692.
  • 3. Baghchesaraei, O.R. and Baghchesaraei, A. 2015. SPACE DEFINITION IN MODERN AND INNOVATIVE HOUSES. Indian Journal of Fundamental and Applied Life Science 5(S2), 266-269.
  • 4. Beykzade, M. et al. 2019. An Evaluation of Isolated Structures With Seismic Isolators. Bulletin of the Polytechnic Institute of JASSY, Constroction Architecture Section 65(69), 157-168.
  • 5. Beykzade, M. and Beykzade, S. 2019.Manegement of Investigating The Effect of Blasting and Impact Load In Various Structures. Journal of Engineering Science XXVI(3). 65-70.
  • 6. Beykzade, M., Baghchesaraei, O.R. and Heydari Torkamani, M. 2018. Investigation of Liquefaction Dangers By Considering To Liquefaction Susceptibility of The Soil, 3rd International Energy & Engineering Congress, Gaziantep University, Turkey, October, 18-19.
  • 7. Hwang, JS et al. 1994. Practical analysis of bridges on isolation bearings with bi-linear hysteresis characteristics. Earthquake Spectra 10(4), 705-727.
  • 8. Hwang, JS et al. 1996. A refined model for base-isolated bridges with bi-linear hysteretic bearings. Earthquake Spectra 12(2), 245-273.
  • 9. Islam, ABMS et al. 2011. Seismic isolation in buildings to be a practical reality: behavior of structure and installation technique. Journal of Engineering and Technology Research 3(4), 99-117.
  • 10. Kawashima, K., Endo, K., Doro, N., Sudo, C., Nishikawa, I. 1992. Approving test results on four high damping rubber bearings. proceeding of the 2nd USJapan Workshop on Earthquake Protective Systems for Bridges Tsukuba, Japan, in December, 7-8, 31-56.
  • 11. Koh, CG and Balendra, T. 1989. Seismic response of base isolated buildings including p‐Δ effects of isolation bearings. Earthquake engineering & structural dynamics 18(4), 461-473.
  • 12. Kulkarni, JA and Jangid, RS 2003. Effects of superstructure flexibility on the response of base-isolated structures. Shock and Vibration 10(1), 1-13.
  • 13. Naeim, F. and Kelly, JM 1999. Design of seismic isolated structures: from theory to practice. John Wiley & Sons.
  • 14. Nagarajaiah, S. et al 1991. Nonlinear dynamic analysis of 3-D-base-isolated structures. Journal of Structural Engineering 117(7), 2035-2054.
  • 15. Ohtori, Y and Ishida, K. 1995. Effect of Experienced Shear Strain Dependency of High Damping Rubber Bearing on Earthquake Response of Isolation Structure. Journal of Structural and Construction Engineering(Transactions of AIJ) 60(472), 75-84.
  • 16. Tornello, ME and Sarrazin, M. 2012. Base-isolated building with high-damping spring system subjected to near fault earthquakes. Earthquake and Structures 3(3-4), 315-340.
  • 17. Verma, A et al. 2017. Base Isolation System: A Review. International Journal of Engineering Science Invention 6(9), 43-46.
  • 18. Younis, CJ and Tadjbakhsh, IG. 1984. Response of sliding rigid structure to base excitation. Journal of engineering mechanics 110(3), 417-432.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-45aa12a8-579d-476a-9670-f962dca925ac
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