142
Views
0
CrossRef citations to date
0
Altmetric
Original Articles

Creating and designing repairable regular steel buildings with seesaw motion to achieve seismic resilience

&
Pages 4687-4708 | Received 01 Apr 2020, Accepted 11 Dec 2020, Published online: 07 Jan 2021

References

  • American Institute of Steel Construction. (2016). ANSI/AISC 360-16 specification for structural steel buildings. American Institute of Steel Construction.
  • American Society of Civil Engineers. (2000). Pre-standard and commentary for the seismic rehabilitation of buildings: FEMA356. American Society of Civil Engineers.
  • Applied Technology Council. (2009). Quantification of building seismic performance factors FEMA P695. Applied Technology Council.
  • ASCE. (2016). Minimum design loads for buildings and other structures, ASCE/SEI Standard ASCE 7-16. American Society of Civil Engineers.
  • Azuhata, T., Ishihara, T., Midorikawa, M. (2008). Multi-dimensional earthquake response of self-centering building structural system using uplift mechanism [Paper presentation]. Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China.
  • Clough, R. W., & Huckelbridge, A. A. (1977). Preliminary experimental study of seismic uplift of a steel frame. Earthquake Engineering Research Center.
  • El-Bahey, S., & Bruneau, M. (2011). Buckling restrained braces as structural fuses for the seismic retrofit of reinforced concrete bridge bents. Engineering Structures, 33(3), 1052–1061. https://doi.org/https://doi.org/10.1016/j.engstruct.2010.12.027
  • Fintel, M., & Ghosh, S. (1981). The structural fuse an inelastic approach to earthquake-resistant design of buildings. Civil Engineering ASCE, 51(1), 48–51.
  • Goodfellow, R., Pinho, R., Salama, A., & Hancock, M. (1970). Applications of fuse inserts in seismic design of reinforced concrete structures. WIT Transactions on the Built Environment, 41.
  • Hosseini, M., & Alavi, S. (2014). A kind of repairable steel buildings for seismic regions based on buildings’ rocking motion and energy dissipation at base level. International Journal of Civil and Structural Engineering, 1(3).
  • Hosseini, M., & Alyasin, S. (1996). Deliberate directing of damage in lifeline systems subjected to earthquakes [Paper presentation]. Proceedings of the Hazard-96 Symposium, Toronto, Canada.
  • Hosseini, M., & Ebrahimi, H. (2015). Proposing a yielding-plate energy dissipating connection for circumferential columns of steel rocking buildings and investigating its proper properties by nonlinear finite element analyses [Paper presentation]. 11th International Workshop on Advanced Smart Materials and Smart Structures Technology (pp. 1–2), Illinois, USA.
  • Hosseini, M., & Farsangi, E. N. (2012). Telescopic columns as a new base isolation system for vibration control of high-rise buildings. Earthquakes and Structures, 3(6), 853–867. https://doi.org/https://doi.org/10.12989/eas.2012.3.6.853
  • Hosseini, M., Fekri, M., & Yekrangnia, M. (2016). Seismic performance of an innovative structural system having seesaw motion and columns equipped with friction dampers at base level. The Structural Design of Tall and Special Buildings, 25(16), 842–865. https://doi.org/https://doi.org/10.1002/tal.1286
  • Hosseini, M., & Ghorbani Amirabad, N. (2015). A structural fuse to create repairable buildings with seesaw motion in earthquake and its FE modeling [Paper presentation]. 11th Canadian Conference on Earthquake Engineering, Victoria, Canada.
  • Hosseini, M., & Imagh-e-Naiini, M. R. (1999). A quick method for estimating the lateral stiffness of building systems. The Structural Design of Tall Buildings, 8(3), 247–260. https://doi.org/https://doi.org/10.1002/(SICI)1099-1794(199909)8:3<247::AID-TAL126>3.0.CO;2-K
  • Hosseini, M., & Kherad, S. (2013, October). A multi-stud energy dissipating device as the central fuse to be used in short-to mid-rise regular steel buildings with rocking motion [Paper presentation]. International Van Earthquake Symposium, Van, Turkey.
  • Kazemifard, H. (2019). Creating repairable regular steel buildings with seesaw motion and circumferential fuses at foundation level [PhD Dissertation, under supervision of Prof. Mahmood Hosseini], Civil Engineering Department, Science nd Research Branch, Islamic Azad University.
  • Kazemifard, H., Hosseini, M., Nekooei, M., & Hashemi, B. (2019). Numerical study of the circumferential fuses used in steel repairable buildings with seesaw motion. Latin American Journal of Solids and Structures, 16(3), 1-14. https://doi.org/https://doi.org/10.1590/1679-78255391
  • Merritt, R. G., & Housner, G. W. (1954). Effect of foundation compliance on earthquake stresses in multistory buildings. Bulletin of the Seismological Society of America, 44(4), 551–569.
  • Midorikawa, M., Azuhata, T., Ishihara, T., & Wada, A. (2006). Shaking table tests on seismic response of steel braced frames with column uplift. Earthquake Engineering & Structural Dynamics, 35(14), 1767–1785. https://doi.org/https://doi.org/10.1002/eqe.603
  • Pacific Earthquake Engineering Research Center (PEER), PEER Ground Motion Database, 2018, [Online]. https://ngawest2.berkeley.edu
  • Rahgozar, N., Moghadam, A. S., & Aziminejad, A. (2016). Quantification of seismic performance factors for self‐centering controlled rocking special concentrically braced frame. The Structural Design of Tall and Special Buildings, 25(14), 700–723. https://doi.org/https://doi.org/10.1002/tal.1279
  • Tremblay, R., Poirier, L. P.; Bouaanani, N.; Leclerc, M.; Rene, V.; Fronteddu, L.; & Rivest, S. (2008). Innovative viscously damped rocking braced steel frames [Paper presentation]. Proceedings of the 14th World Conference on Earthquake Engineering, Beijing China (pp. 12–17).
  • Trifunac, M. D., & Brady, A. G. (1975). A study on the duration of strong earthquake ground motion. Bulletin of the Seismological Society of America, 65(3), 581–626.
  • Vargas, R., & Bruneau, M. (2004). Seismic response of single degree of freedom structural fuse systems [Paper presentation]. 13th World Conference on Earthquake Engineering, Vancouver, Canada.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.