Steel and Composite Structures

  • 제25권1호
  • /
  • Pages.1-17
  • /
  • 2017
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity

  • Bayat, Mohammad (School of Civil Engineering, the University of Tehran) ;
  • Zahrai, Seyed Mehdi (Center of Excellence for Engineering and Management of Civil Infrastructures, School of Civil Engineering, The University of Tehran)
  • 투고 : 2017.03.02
  • 심사 : 2017.05.19
  • 발행 : 2017.09.20
⟨ 이전 논문 다음 논문 ⟩

초록

Seismic performance of hybrid steel frames defined as mixture of rigid and semi-rigid connections is investigated in this paper. Three frames with 10, 15 and 20 stories are designed with fully rigid connections and then with 4 patterns for semi-rigid connection placement, some of beam to column rigid connections would turn to semi-rigid. Each semi-rigid connection is considered with 4 different moment capacities and all rigid and semi-rigid frames consisting of 51 models are subjected to 5 selected earthquake records for nonlinear analysis. Maximum story drifts, roof acceleration and base shear are extracted for those 5 earthquake records and average values are obtained for each case. Based on numerical results for the proposed hybrid frames, story drifts remain in allowable range and the reductions in the maximum roof acceleration of 22, 29 and 25% and maximum base shear of 33, 31 and 54% occur in those 10, 15 and 20-story frames, respectively.

키워드

참고문헌

  1. Abidelah, A., Bouchair, A. and Kerdal, D.E. (2012), "Experimental and analytical behavior of bolted end-plate connections with or without stiffeners", J. Constr. Steel Res., 76, 13-27. https://doi.org/10.1016/j.jcsr.2012.04.004
  2. AISC 360 (2010), Specification for Structural Steel Buildings, American Institute of Steel Construction; Chicago, IL, USA.
  3. Akbas, B. and Shen, J. (2003), "Seismic behavior of steel buildings with combined rigid and semi-rigid frames", Turkish J. Eng. Environ. Sci., 27(4), 253-264.
  4. ASCE 7 (2010), Minimum Design Loads for Buildings and other Structures, American Society of Civil Engineering; Reston, VA, USA.
  5. Diaz, C., Victoria, M., Marti, P. and Querin, O.M. (2011), "FE model of beam-to-column extended end-plate joints", J. Constr. Steel Res., 67(10), 1578-1590. https://doi.org/10.1016/j.jcsr.2011.04.002
  6. Feizi, M.G., Mojtahedi, A. and Nourani, V. (2015), "Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames", Steel Compos. Struct., Int. J., 19(2), 467-484. https://doi.org/10.12989/scs.2015.19.2.467
  7. FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency; Reston, VA, USA.
  8. Frye, M.J. and Morris, G.A. (1975), "Analysis of flexibly connected steel frames", Can. J. Civil Eng., 2(3), 280-291. https://doi.org/10.1139/l75-026
  9. Garlock, M.M., Ricles, J.M. and Sause, R. (2003), "Cyclic load tests and analysis of bolted top-and-seat angle connections", J. Struct. Eng., 129(12), 1615-1625. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1615)
  10. Ghobarah, A., Osman, A. and Korol, R.M. (1990), "Behavior of extended end-plate connections under cyclic loading", J. Eng. Struct., 12(1), 15-27. https://doi.org/10.1016/0141-0296(90)90034-P
  11. Kim, S.E. and Choi, S.H. (2001), "Practical advanced analysis for semi-rigid space frames", Int. J. Solids Struct., 38(50), 91119131.
  12. Kim, J., Ghaboussi, J. and Elnashai, A.S. (2010), "Mechanical and informational modeling of steel beam-to-column connections", J. Eng. Struct., 32(2), 449-458. https://doi.org/10.1016/j.engstruct.2009.10.007
  13. Kishi, N., Chen, W.F., Goto, Y. and Hasan, R. (1996), "Behavior of tall buildings with mixed use of rigid and semi-rigid connections", J. Comput. Struct., 61(6), 1193-1206. https://doi.org/10.1016/0045-7949(96)00052-1
  14. Latour, M. and Rizzano, G. (2012), "Experimental behavior and mechanical modeling of dissipative T-stub connections", J. Struct. Eng., 138(2), 170-182. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000435
  15. Mahmoud, H.N., Elnashai, A.S., Spencer Jr., B.F., Kwon, O.S. and Bennier, D.J. (2013), "Hybrid simulation for earthquake response of semirigid partial-strength steel frames", J. Struct. Eng., 139(7), 1134-1148. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000721
  16. Nader, M.N. and Astaneh, A. (1991), "Dynamic behavior of flexible, semi rigid and rigid steel frames", J. Constr. Steel Res., 18(3), 179-192. https://doi.org/10.1016/0143-974X(91)90024-U
  17. Rafiee, A., Talatahari, S. and Hadidi, A. (2013), "Optimum design of steel frames with semi-rigid connections using Big Bang-Big Crunch method", Steel Compos. Struct., Int. J., 14(5), 431-451. https://doi.org/10.12989/scs.2013.14.5.431
  18. Razavi, M. and Abolmaali, A. (2014), "Earthquake resistance frames with combination of rigid and semi-rigid connections", J. Constr. Steel Res., 98, 1-11. https://doi.org/10.1016/j.jcsr.2014.02.006
  19. Sagiroglu, M. and Aydin, A.C. (2015), "Design and analysis of non-linear space frames with semi-rigid connections", Steel Compos. Struct., Int. J., 18(6), 1405-1421. https://doi.org/10.12989/scs.2015.18.6.1405
  20. Shi, G., Shi, Y. and Wang, Y. (2007), "Behavior of end-plate moment connections under earthquake loading", J. Eng. Struct., 29(5), 703-716. https://doi.org/10.1016/j.engstruct.2006.06.016
  21. Stelmack, T.W., Marley, M.J. and Gerstle, K.H. (1986), "Analysis and tests of flexibly connected steel frames", J. Struct. Eng., 112(7), 1573-1588 https://doi.org/10.1061/(ASCE)0733-9445(1986)112:7(1573)

피인용 문헌

  1. Behavior of semi-rigid steel frames under near- and far-field earthquakes vol.34, pp.5, 2020, https://doi.org/10.12989/scs.2020.34.5.625
  2. Three-field mixed beam-column finite element for geometric and material nonlinear analysis vol.79, pp.2, 2021, https://doi.org/10.12989/sem.2021.79.2.211