Earthquakes and Structures

  • 제18권3호
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  • Pages.367-377
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  • 2020
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Developing a modified IDA-based methodology for investigation of influencing factors on seismic collapse risk of steel intermediate moment resisting frames

  • Maddah, Mohammad M. (Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES)) ;
  • Eshghi, Sassan (Structural Engineering Research Center, International Institute of Earthquake Engineering and Seismology (IIEES))
  • 투고 : 2019.09.29
  • 심사 : 2020.02.14
  • 발행 : 2020.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Incremental dynamic analysis (IDA) widely uses for the collapse risk assessment procedures of buildings. In this study, an IDA-based collapse risk assessment methodology is proposed, which employs a novel approach for detecting the near-collapse (NC) limit state. The proposed approach uses the modal pushover analysis results to calculate the maximum inter-story drift ratio of the structure. This value, which is used as the upper-bound limit in the IDA process, depends on the structural characteristics and global seismic responses of the structure. In this paper, steel midrise intermediate moment resisting frames (IMRFs) have selected as case studies, and their collapse risk parameters are evaluated by the suggested methodology. The composite action of a concrete floor slab and steel beams, and the interaction between the infill walls and the frames could change the collapse mechanism of the structure. In this study, the influences of the metal deck floor and autoclaved aerated concrete (AAC) masonry infill walls with uniform distribution are investigated on the seismic collapse risk of the IMRFs using the proposed methodology. The results demonstrate that the suggested modified IDA method can accurately discover the near-collapse limit state. Also, this method leads to much fewer steps and lower calculation costs rather than the current IDA method. Moreover, the results show that the concrete slab and the AAC infill walls can change the collapse parameters of the structure and should be considered in the analytical modeling and the collapse assessment process of the steel mid-rise intermediate moment resisting frames.

키워드

과제정보

연구 과제번호 : Developing a Methodology for Seismic Collapse Probability Assessment of Existing Mid-rise Steel Buildings

연구 과제 주관 기관 : International Institute of Earthquake Engineering and Seismology (IIEES)

The work presented here is conducted as part of the project No. 7403 "Developing a Methodology for Seismic Collapse Probability Assessment of Existing Mid-rise Steel Buildings", funded by the International Institute of Earthquake Engineering and Seismology (IIEES).

참고문헌

  1. Abbasnia, R., Davoudi, A.T. and Maddah, M.M. (2014), "An improved displacement-based adaptive pushover procedure based on factor modal combination rule", Earthq. Eng. Eng. Vib., 13(2), 223-241. https://doi.org/10.1007/s11803-014-0226-0.
  2. ANSI/AISC. (2016), AISC 341-16: Seismic provisions for structural steel buildings. chicago, American Institute of Steel Construction (AISC), Illinois, U.S.A.
  3. ANSI/AISC. (2016), AISC 358-16: Prequalified connections of special and intermediate steel moment frames for seismic applications, AISC 358-16 With AISC 358s1-18. American Institute of Steel Construction.
  4. Asteris P.G, Cavaleri L, Di Trapani F and Tsaris A.K. (2017), "Numerical modeling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macro models", Eng. Struct., 132(1), 110-122. https://doi.org/10.1016/j.engstruct.2016.10.012.
  5. Baltzopoulos, G., Baraschino, R., Iervolino, I. and Vamvatsikos, D. (2018), "Dynamic analysis of single-degree-of-freedom systems (DYANAS): A graphical user interface for OpenSees", Eng. Struct., 177, 395-408. https://doi.org/10.1016/j.engstruct.2018.09.078.
  6. Bayat, M. (2018), "Rapid seismic vulnerability assessment by new regression-based demand and collapse models for steel moment frames", Earthq. Struct., 14(3), 203-214. https://doi.org/10.12989/eas.2018.14.3.203.
  7. BHRC (2014), Iranian code of practice for a seismic resistant design of Buildings, Standard No.2800, Building and Housing Research Center, Tehran, Iran.
  8. Brozovic, M and Dolsek, M. (2014), "Envelope-based pushover analysis procedure for the approximate seismic response analysis of buildings", Earthq. Eng. Struct. Dyn., 43(1), 77-96. https://doi.org/10.1002/eqe.2333.
  9. Cavaleri, L., Di Trapani, F., Asteris P.G. and Sarhosis, V. (2017), "Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study", Soil Dyn. Earthq. Eng., 100, 98-112. https://doi.org/10.1016/j.soildyn.2017.05.032.
  10. Code No.10 (2013), National building regulations of Iran - Design and execution of steel structures, (4th edition). Office of National Building Regulations, Tehran, Iran. Ministry of Housing and Urban Development
  11. Code No.6 (2013), National building regulations of Iran - The 6th issue, loads on the building, Office of National Building Regulations, Tehran, Iran.
  12. Di Trapani, F. and Malavisi, M. (2019), "Seismic fragility assessment of infilled frames subject to mainshock/aftershock sequences using a double incremental dynamic analysis approach", Bull. Earthq. Eng., 17(1), 211-235. https://doi.org/10.1007/s10518-018-0445-2.
  13. Di Trapani, F., Bertagnoli G., Ferrotto, M.F. and Gino, D. (2018), "Empirical equations for the direct definition of stress - strain laws for fiber-section-based macro modeling of infilled frames", J. Eng. Mech., 144(11), 04018101. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001532.
  14. Eads, L. and Lignos, D.G. (2012), "Pushover and dynamic analyses of 2-story moment frame with panel zones and RBS", Stanford University. http://opensees.berkeley.edu/wiki/index.php/Pushover_and_Dynamic_Analyses_of_2Story_Moment_Frame_with_Panel_Zone_and_RBS.
  15. Eads, L., Miranda, E., Krawinkler, H. and Lignos, D.G. (2013a), "An efficient method for estimating the collapse risk of structures in seismic regions", Earthq. Eng. Struct. Dyn., 42(1), 25-41. https://doi.org/10.1002/eqe.2191.
  16. Eads, L., Miranda, E., Krawinkler, H. and Lignos, D.G. (2012), "Deaggregation of collapse risk", 20th Analysis and Computation Specialty Conference. American Society of Civil Engineers, Reston, 521-531. https://doi.org/ 10.1061/9780784412374.046.
  17. Eads, L., Ribeiro, F. and Barbosa, A. (2013b), "Dynamic analysis of 2-Story moment frame", Stanford University. http://opensees.berkeley.edu/wiki/index.php/Dynamic_Analysis_of_2-Story_Moment_Frame.
  18. Elkady, A. and Lignos, D.G. (2014), "Modeling of the composite action in fully restrained beam-to-column connections: Implications in the seismic design and collapse capacity of steel special moment frames", Earthq. Eng. Struct. Dyn., 43(13), 1935-1954. https://doi.org/10.1002/eqe.2430/.
  19. Eshghi, S. and Maddah, M.M. (2019), "A study on influencing factors for simplified seismic collapse risk assessment of steel moment resisting frames with intermediate ductility", Int. J. Struct. Integ. https://doi.org/10.1108/IJSI-07-2019-0076/.
  20. Eshghi, S., Maddah, M.M. and Garakaninezhad, A. (2020), "Seismic response evaluation of steel moment resisting frames for collapse prevention level using a proposed modal pushover analysis method", Amirkabir J. Sci. Res. (Accepted).
  21. FEMA (2000), State of the art report on systems performance of steel moment frames subject to earthquake ground shaking, FEMA 355c. SAC Joint Venture, Washington, D.C. U.S.A.
  22. FEMA (2009), Quantification of building seismic performance factors, FEMA P695. Federal Emergency Management Agency, Washington, D.C. U.S.A.
  23. FEMA (2015), Rapid visual screening of buildings for potential seismic hazard: supporting documentation - FEMA P155, Federal Emergency Management Agency, Washington, D.C. U.S.A.
  24. Gupta, A. and Krawinkler, H. (1999), "Seismic demands for the performance evaluation of steel moment resisting frame structures", Technical Report 132, Stanford University, Blume Earthquake Engineering Research Center, Department of Civil Engineering.
  25. Ibarra, L.F., Medina, R.A. and Krawinkler, H. (2005), "Hysteretic models that incorporate strength and stiffness deterioration", Earthq. Eng. Struct. Dyn., 34(12), 1489-1511. https://doi.org/10.1002/eqe.495.
  26. Jalayer, F., Ebrahimian, H. and Miano, A. (2017), "Analytical fragility assessment using unscaled ground motion records", Earthq. Eng. Struct. Dyn., 46(15), 2639-2663. https://doi.org/10.1002/eqe.2922.
  27. Lignos, D.G. and Krawinkler, H. (2010), "Steel database for component deterioration of tubular hollow square steel columns under varying axial load for collapse assessment of steel structures under earthquakes", 7th International Conference on Urban Earthquake Engineering (7CUEE), Center for Urban Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan.
  28. Lignos, D.G. and Krawinkler, H. (2011), "Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading", J. Struct. Eng., 137(11), 1291-1302. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000376.
  29. Lignos, D.G., Eads, L. and Krawinkler, H. (2011), "Effect of composite action on collapse capacity of steel moment frames under earthquake loading", 6th European Conference on Steel and Composite Structures, Budapest, Hungary. https://doi.org/10.1061/9780784412848.188.
  30. Maddah, M.M. and Eshghi, S. (2018), "Evaluation of a seismic collapse assessment methodology based on the collapsed steel buildings data in Sarpol-e Zahab, Iran earthquake", J. Seismol. Earthq. Eng., 20(3), 47-59.
  31. Mirzaee, A., Estekanchi, H.E. and Vafai, A. (2012), "Improved methodology for endurance time analysis: From time to seismic hazard return period", Scientia Iranica, 19(5), 1180-1187. https://doi.org/10.1016/j.scient.2012.06.023.
  32. Ravichandran, S.S. (2012), "Design provisions for autoclaved aerated concrete (AAC) infilled steel moment frames", Ph.D. Dissertation; University of Texas, Austin. U.S.A.
  33. Ravichandran, S.S. and Klingner, R.E. (2012a), "Seismic design factors for steel moment frames with masonry infills: part 1", Earthq. Spectra, 28(3), 1189-1204. https://doi.org/10.1193/1.4000060.
  34. Ravichandran, S.S. and Klingner, R.E. (2012b), "Seismic design factors for steel moment frames with masonry infills: part 2", Earthq. Spectra, 28(3), 1205-1222. https://doi.org/10.1193/1.4000061.
  35. SSuita, K., Yamada, S., Tada, M., Kasai, K., Matsuoka, Y. and Sato, E. (2007), "E-Defense tests on full-scale steel buildings: part 2 - collapse experiments on moment frames", Struct. Eng. Res. Front., 1-12. https://doi.org/ 10.1061/40944(249)18.
  36. Vamvatsikos, D. (2011), "Performing incremental dynamic analysis in parallel", Comput. Struct., 89(1-2), 170-180. https://doi.org/10.1016/j.compstruc.2010.08.014.
  37. Vamvatsikos, D. and Cornell, C. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141.
  38. Wu, T.Y., El-Tawil, S and McCormick, J. (2018), "Seismic collapse response of steel moment frames with deep columns", J. Struct. Eng., 144(9), 04018145. https://doi.org/abs/10.1061/(ASCE)ST.1943-541X.0002150.
  39. Zahedi, M. and Eshghi, S. (2017), "Seismic collapse risk assessment of mid-rise concrete buildings in Tehran megacity", 6th Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2017), Rhodes Island, Greece. https://doi.org/10.7712/120117.5505.18294.

피인용 문헌

  1. The effect of vertical near-field ground motions on the collapse risk of high-rise reinforced concrete frame-core wall structures vol.25, pp.2, 2022, https://doi.org/10.1177/13694332211056106