Structural Engineering and Mechanics

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Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis

  • Khorami, Majid (Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois) ;
  • Khorami, Masoud (Civil Engineering Department, Islamic Azad University) ;
  • Motahar, Hedayatollah (Civil Engineering Department, Islamic Azad University) ;
  • Alvansazyazdi, Mohammadfarid (Facultad Ingenieria Ciencias Fisicas y Matematica, Carrera Ingenieria Civil, Universidad Central del Ecuador) ;
  • Shariati, Mahdi (Faculty of Civil Engineering, University of Tabriz) ;
  • Jalali, Abdolrahim (Faculty of Civil Engineering, University of Tabriz) ;
  • Tahir, M.M. (UTM Construction Research Centre, Faculty of Civil Engineering, Universiti, Teknologi Malaysia (UTM))
  • Received : 2016.05.10
  • Accepted : 2017.02.09
  • Published : 2017.07.25
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Abstract

In this paper, the incremental nonlinear dynamic analysis is used to evaluate the seismic performance of steel moment frame structures. To this purpose, three special moment frame structure with 5, 10 and 15 stories are designed according to the Iran's national building code for steel structures and the provisions for design of earthquake resistant buildings (2800 code). Incremental Nonlinear Analysis (IDA) is performed for 15 different ground motions, and responses of the structures are evaluated. For the immediate occupancy and the collapse prevention performance levels, the probability that seismic demand exceeds the seismic capacity of the structures is computed based on FEMA350. Also, fragility curves are plotted for three high-code damage levels using HASUS provisions. Based on the obtained results, it is evident that increase in the height of the frame structures reduces the reliability level. In addition, it is concluded that for the design earthquake the probability of exceeding average collapse prevention level is considerably larger than high and full collapse prevention levels.9.

Keywords

Acknowledgement

Supported by : University of Tabriz

References

  1. Abdul Awal, A.S. (1988), "Failure mechanism of prepacked concrete", J. Struct. Eng., 114(3), 727-732. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:3(727)
  2. Abdul Awal, A.S. (1992), "Creep recovery of prepacked aggregate concrete", J. Mater. Civil Eng., 4(3), 320-325. https://doi.org/10.1061/(ASCE)0899-1561(1992)4:3(320)
  3. Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2011), "Behavior of through beam connections composed of CFSST columns and steel beams by finite element studying", Adv. Mater. Res., 168, 2329-2333.
  4. Arabnejad Khanouki, M.M., Ramli Sulong, N.H. and Shariati, M. (2010), "Investigation of seismic behaviour of composite structures with concrete filled square steel tubular (CFSST) column by push-over and time-history analyses", Proceedings of the 4th International Conference on Steel & Composite Structures, July, Sydney, Australia.
  5. Azimi, M., Adnan, A.B., Tahir, M.M., Sam, A.R.B.M. and Razak, S.M.B.S.A. (2015), "Seismic performance of ductility classes medium RC beam-column connections with continuous rectangular spiral transverse reinforcements", Latin Am. J. Solid. Struct., 12(4), 787-807. https://doi.org/10.1590/1679-78251387
  6. Bazzurro, P. and Cornell, C.A. (1994), "Seismic hazard analysis of nonlinear structures. I: Methodology", J. Struct. Eng., 120(11), 3320-3344. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:11(3320)
  7. Bazzurro, P. and Cornell, C.A. (1994). "Seismic hazard analysis of nonlinear structures. II: Applications", J. Struct. Eng., 120(11), 3345-3365. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:11(3345)
  8. Daie, M., Jalali, A., Suhatril, M., Shariati, M., Arabnejad Khanouki, M.M., Shariati, A. and Kazemi Arbat, P. (2011), "A new finite element investigation on pre-bent steel strips as damper for vibration control", Int. J. Phys. Sci., 6(36), 8044-8050.
  9. Farahi, M. and Mofid, M. (2013), "On the quantification of seismic performance factors of Chevron Knee Bracings, in steel structures", Eng. Struct., 46, 155-164. https://doi.org/10.1016/j.engstruct.2012.06.026
  10. 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., 19(2), 467-484. https://doi.org/10.12989/scs.2015.19.2.467
  11. Hafizah, N.A.K., Bhutta, M.A.R., Jamaludin, M.Y., Warid, M.H. Ismail, M., Rahman, M.S., Yunus, I. and Azman, M. (2014), "Kenaf Fiber Reinforced Polymer Composites for Strengthening RC Beams", J. Adv. Concrete Tech., 12(6), 167-177. https://doi.org/10.3151/jact.12.167
  12. Hakim, S.J.S., Noorzaei, J., Jaafar, M., Jameel, M. and Mohammadhassanim M. (2011), "Application of artificial neural networks to predict compressive strength of high strength concrete", Int. J. Phys. Sci., 6(5), 975-981.
  13. Hazus, M. (2008), "Earthquake loss estimation methodology, Technical Manual", National Institute of Building Sciences for Federal Emergency Management Agency, Washington, DC, MR3 Edition.
  14. Hossain, M. and Awal, A.A. (2011), "Experimental validation of a theoretical model for flexural modulus of elasticity of thin cement composite", Constr. Build. Mater., 25(3), 1460-1465. https://doi.org/10.1016/j.conbuildmat.2010.09.018
  15. Jalali, A., Daie, M., Nazhadan, S.V.M., Kazemi-Arbat, P. and Shariati, M. (2012), "Seismic performance of structures with pre-bent strips as a damper", Int. J. Phys. Sci., 7(26), 4061-4072.
  16. Kelly, J. and Tasi, H. (1984), Structural Engineering and Structural Mechanics, Report No. UCB/SESM-84/17.
  17. Khanouki, M.M.A., Ramli Sulong, N.H., Shariati, M. and Tahir, M.M. (2016), "Investigation of through beam connection to concrete filled circular steel tube (CFCST) column", J. Constr. Steel Res., 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002
  18. Khorramian, K., Maleki, S., Shariati, M. and Ramli Sulong, N.H. (2015), "Behavior of Tilted Angle Shear Connectors", PLoS ONE, 10(12), e0144288. https://doi.org/10.1371/journal.pone.0144288
  19. Lee, J. and Kim, J. (2015), "Seismic performance evaluation of moment frames with slit-friction hybrid dampers", Earthq. Struct., 9(6), 1291-1311. https://doi.org/10.12989/eas.2015.9.6.1291
  20. Luco, N. and Cornell, C.A. (1998), "Effects of random connection fractures on the demands and reliability for a 3-story pre-Northridge SMRF structure", Proceedings of the 6th US National Conference on Earthquake Engineering.
  21. Luco, N. and Cornell, C.A. (2000), "Effects of connection fractures on SMRF seismic drift demands", J. Struct. Eng., 126(1), 127-136. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:1(127)
  22. Mehanny, S.S.F. and Deierlein, G.G. (1999), "Modeling and assessment of seismic performance of composite frames with reinforced concrete columns and steel beams", Stanford University.
  23. Metin Kose, M. and Kayadelen, C. (2013), "Effects of infill walls on RC buildings under time history loading using genetic programming and neuro-fuzzy", Struct. Eng. Mech., 47(3), 401-419. https://doi.org/10.12989/sem.2013.47.3.401
  24. Mohammadhassani, M., Akib, S., Shariati, M., Suhatril, M. and Khanouki, M.A. (2014), "An experimental study on the failure modes of high strength concrete beams with particular references to variation of the tensile reinforcement ratio", Eng. Failure Anal., 41, 73-80. https://doi.org/10.1016/j.engfailanal.2013.08.014
  25. Mohammadhassani, M., Nezamabadi-Pour, H., Suhatril, M. and Shariati, M. (2013), "Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams", Struct. Eng. Mech., 46(6), 853-868. https://doi.org/10.12989/sem.2013.46.6.853
  26. Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. https://doi.org/10.12989/SEM.2013.48.6.833
  27. Muhammad, N.Z., Keyvanfar, A., Majid, M.Z.A., Shafaghat, A. and Mirza, J. (2015), "Waterproof performance of concrete: A critical review on implemented approaches", Constr. Build. Mater., 101, 80-90. https://doi.org/10.1016/j.conbuildmat.2015.10.048
  28. Nassar, A.A. and Krawinkler, H. (1991), "Seismic demands for SDOF and MDOF systems", John A. Blume Earthquake Engineering Center, Department of Civil Engineering, Stanford University.
  29. Niknam, A. and Eskandari, M. (2010), "Application of incremental dynamic analysis on reinforced concrete frame structures", 3rd National Congress on Strengthening and Urban management, Iran. (in Persian)
  30. Niknam, A., Ahmadi, H. and Mahdavi, N. (2007), "Using nonlinear incremental dynamic analysis (IDA) to study seismic behavior of structures", 2nd national Conference on Retrofitting and Rehabilitation of Structures, Iran. (in Persian)
  31. Roslan, N.H., Ismail, M., Abdul-Majid, Z., Ghoreishiamiri, S. and Muhammad, B. (2016), "Performance of steel slag and steel sludge in concrete", Constr. Build. Mater., 104, 16-24. https://doi.org/10.1016/j.conbuildmat.2015.12.008
  32. Safa, M., Shariati, M., Ibrahim, Z., Toghroli, A., Baharom, S.B., Nor, N.M. and Petkovic, D. (2016), "Potential of adaptive neuro fuzzy inference system for evaluating the factors affecting steelconcrete composite beam's shear strength", Steel Compos. Struct., 21(3), 679-688. https://doi.org/10.12989/scs.2016.21.3.679
  33. Shah, S., Sulong, N.R., Shariati, M., Khan, R. and Jumaat, M. (2016), "Behavior of steel pallet rack beam-to-column connections at elevated temperatures", Thin Wall. Struct., 106, 471-483. https://doi.org/10.1016/j.tws.2016.05.021
  34. Shahabi, S., Sulong, N., Shariati, M. and Shah, S. (2016), "Performance of shear connectors at elevated temperatures-A review", Steel Compos. Struct., 20(1), 185-203. https://doi.org/10.12989/scs.2016.20.1.185
  35. Shariati, A. and Schumacher, T. (2016), "Eulerian-based virtual visual sensors to measure dynamic displacements with subpixel accuracy of structures and mechanical systems", J. Struct. Control Hlth. Monit., DOI: 10.1002/stc.1977.
  36. Shariati, A., Schumacher, T. and Ramanna, N. (2015), "Eulerianbased virtual visual sensors to detect natural frequencies of structures", J. Civil Struct. Hlth. Monit., 5(4), 457-468. https://doi.org/10.1007/s13349-015-0128-5
  37. Shariati, A., Shariati, M., Ramli Sulong, N.H., Suhatril, M., Arabnejad Khanouki, M.M. and Mahoutian, M. (2014), "Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Constr. Build. Mater., 52, 276-283. https://doi.org/10.1016/j.conbuildmat.2013.11.036
  38. Shariati, M., Ramli Sulong, N., Suhatril, M., Shariati, A., Arabnejad Khanouki, M. and Sinaei, H. (2012), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Fifth International Conference on Engineering Failure Analysis, July, The Hague, The Netherlands.
  39. Shariati, M., Ramli Sulong, N.H. and Arabnejad Khanouki, M.M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, July, Sydney, Australia.
  40. Shariati, M., Ramli Sulong, N.H., Shariati, A. and Khanouki, M.A. (2015), "Behavior of V-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926.
  41. Shehu, I. and Awal, A. (2012), "Mechanical properties of concrete incorporating high volume palm oil fuel ash", Adv. Mater. Res., 599, 537-540. https://doi.org/10.4028/www.scientific.net/AMR.599.537
  42. Sinaei, H., Jumaat, M.Z. and Shariati, M. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579.
  43. Tahmasbi, F., Maleki, S., Shariati, M., Ramli Sulong, N.H. and Tahir, M.M. (2016), "Shear capacity of C-shaped and L-shaped angle shear connectors", PLOS ONE, 11(8), e0156989. https://doi.org/10.1371/journal.pone.0156989
  44. Tavakoli, B. and Ghafory-Ashtiany, M. (1999), "Seismic hazard assessment of Iran", Ann. Geophys., 42(6), DOI: http://dx.doi.org/10.4401/ag-3781.
  45. Toghroli, A., Mohammadhassani, M., Suhatril, M., Shariati, M. and Ibrahim, Z. (2014), "Prediction of shear capacity of channel shear connectors using the ANFIS model", Steel Compos. Struct., 17(5), 623-639. https://doi.org/10.12989/scs.2014.17.5.623
  46. Toghroli, A., Suhatril, M., Ibrahim, Z., Safa, M., Shariati, M. and Shamshirband, S. (2016), "Potential of soft computing approach for evaluating the factors affecting the capacity of steel-concrete composite beam", J. Intell. Manuf., 1-9.
  47. Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141
  48. Venture, S.J. (1999), "Seismic design criteria for new moment resisting steel frame construction (50% Draft)", Report No. FEMAXXX, January.
  49. Yun, S.Y., Hamburger, R.O., Cornell, C.A. and Foutch, D.A. (2002), "Seismic performance evaluation for steel moment frames", J. Struct. Eng., 128(4), 534-545. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(534)

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