DOI QR코드

DOI QR Code

Role of accidental torsion in seismic reliability assessment for steel buildings

  • Chang, Heui-Yung (Department of Civil and Environmental Engineering, National University of Kaohsiung) ;
  • Lin, Chu-Chieh Jay (National Center for Research on Earthquake Engineering, National Applied Research Laboratories) ;
  • Lin, Ker-Chun (National Center for Research on Earthquake Engineering, National Applied Research Laboratories) ;
  • Chen, Jung-Yu (Department of Civil and Environmental Engineering, National University of Kaohsiung)
  • 투고 : 2009.01.07
  • 심사 : 2009.09.14
  • 발행 : 2009.09.25

초록

This study investigates the role of accidental torsion in seismic reliability assessment. The analyzed structures are regular 6-story and 20-story steel office buildings. The eccentricity in a floor plan was simulated by shifting the mass from the centroid by 5% of the dimension normal to earthquake shaking. The eccentricity along building heights was replicated by Latin hypercube sampling. The fragilities for immediate occupancy and life safety were evaluated using 0.7% and 2.5% inter-story drift limits. Two limit-state probabilities and the corresponding earthquake intensities were compared. The effect of ignoring accidental torsion and the use of code accidental eccentricity were also assessed. The results show that accidental torsion may influence differently the structural reliability and limit-state PGAs. In terms of structural reliability, significant differences in the probability of failure are obtained depending on whether accidental torsion is considered or not. In terms of limit-state PGAs, accidental torsion does not have a significant effect. In detail, ignoring accidental torsion leads to underestimates in low-rise buildings and at small drift limits. On the other hand, the use of code accidental eccentricity gives conservative estimates, especially in high-rise buildings at small drift limits.

키워드

과제정보

연구 과제 주관 기관 : National Science Council

참고문헌

  1. Ayre, R.S. (1938), "Interconnection of translational and torsion vibrations in buildings", Seism. Soc. Am., 28(2), 89-130.
  2. Backer, J.W. (2007), "Probabilistic structural response assessment using vector-valued intensity measures", Earthq. Eng. Struct. D., 36(5), 1861-1883. https://doi.org/10.1002/eqe.700
  3. Calderoni, B. and Rinaldi, Z. (2002), "Seismic performance evaluation for steel MRF: nonlinear dynamic and static analyses", Steel Compos. Struct., 2(2), 113-128. https://doi.org/10.12989/scs.2002.2.2.113
  4. Chandler, A.M., Correnza, J.C. and Hutchinson, G.L. (1997), "Inelastic response of code-designed eccentric structures subject to bi-directional loading", Struct. Eng. Mech., 5(1), 51-58. https://doi.org/10.12989/sem.1997.5.1.051
  5. Chandler, A.M. and Duan, X.N. (1997), "Performance of asymmetric code-designed buildings for serviceability and ultimate limit states", Earthq. Eng. Struct. D., 26(7), 717-735. https://doi.org/10.1002/(SICI)1096-9845(199707)26:7<717::AID-EQE672>3.0.CO;2-X
  6. Curadelli, R.O. and Riera, J. D. (2004), "Reliability based assessment of metallic dampers in buildings under seismic excitations", Eng. Struct., 26, 1931-1938. https://doi.org/10.1016/j.engstruct.2004.07.004
  7. De la Llera, J.C. and Chopra, A.K. (1994), "Accidental torsion in building due to base rotational excitation", Earthq. Eng. Struct. D., 23(9), 1003-1021. https://doi.org/10.1002/eqe.4290230906
  8. De la Llera, J.C. and Chopra, A.K. (1994), "Accidental torsion in building due to stiffness uncertainty", Earthq. Eng. Struct. D., 23(2), 117-136. https://doi.org/10.1002/eqe.4290230202
  9. De la Llera, J.C. and Chopra, A.K. (1994), "Evaluation of code accidental-torsion provisions from building records", J. Struct. Eng., 121(2), 597-616.
  10. Dymiotis, C., Kappos, A.J. and Chryssanthopoulos, M.K. (2001), "Seismic reliability of masonary-infilled RC frames", J. Struct. Eng., 127(3), 296-305. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:3(296)
  11. Esteva, L., Daz-Lpez, O. and Garca-Prez, J. (2001), "Reliability functions for earthquake resistant design", Reliab. Eng. Syst. Safe., 73, 239-262. https://doi.org/10.1016/S0951-8320(01)00045-X
  12. FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, D.C.
  13. Heredia-Zavoni, E. and Leyva, A. (2003), "Torsional response of symmetric buildings to incoherent and phasedelayed earthquake ground motion", Earthq. Eng. Struct. D., 32(7), 1021-1038. https://doi.org/10.1002/eqe.260
  14. Holzer, T.L. (2005), "Comment on comparison between probabilistic seismic hazard analysis and flood frequency analysis", Eos Trans., 86(33), 305. https://doi.org/10.1029/2005EO330006
  15. Huan, G.D. and Liu, X. (1994), "Torsion response of unsymmetric buildings to incoherent ground motions", J. Struct. Eng., 120(4), 1158-1181. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:4(1158)
  16. Iman, R.L., Helton, J.C. and Campbell, J.E. (1981), "An approach to sensitivity analysis of computer models, Part 1. Introduction, input variable selection and preliminary variable assessment", J. Qual. Technol., 13(3), 174-183.
  17. Jeng, V. and Tsai, Y.L. (2002), "Correlation between torsional vibration and translational vibration", Struct. Eng. Mech., 13(6), 671-694. https://doi.org/10.12989/sem.2002.13.6.671
  18. Li, Y. and Ellingwood, B.R. (2007), "Reliability of woodframe residential construction subject to earthquakes", Struct. Saf., 29, 294-307. https://doi.org/10.1016/j.strusafe.2006.07.012
  19. Lin, B.Z. and Tsai, K.C. (2006), Platform of inelastic structural analysis for 3D systems - PISA3D R2.0.2 users manual, National Center for Res. on Earth. Eng.
  20. Luco, N. and Cornell, C.A. (2007), "Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions", Earthq. Spectra., 23(2), 357-392. https://doi.org/10.1193/1.2723158
  21. McKay, M.D., Conover, W.J. and Beckman, R.J. (1979), "A comparison of three methods for selecting values of input variables in the analysis of output from a computer code", Technometrics, 21, 239-245. https://doi.org/10.2307/1268522
  22. Mexico City Building Code (MCBC) (1995), Mexico City Building Code, Complementary Technical Norms for Earthquake Resistant Design, Dept. del Distrito Federal, Mexico, DF, Mexico.
  23. National Building Code of Canada (NBCC) (1995), Associate Committee on the National Building Code, National Council of Canada, Qubee, Canada.
  24. New Zealand Standard (NZS) (1992), 4203:1992, General Structural Design and Design Loadings for Buildings, Standards Assoc. of New Zealand, Wellington New Zealand.
  25. Ozmen, G. and Gulay, F.G. (2002), "An investigation of torsionally irregular multi-story buildings under earthquake loading", Struct. Eng. Mech., 14(2), 237-243. https://doi.org/10.12989/sem.2002.14.2.237
  26. Shakib, H. and Tohid, R.Z. (2002), "Evaluation of accidental eccentricity in buildings due to rotational component of earhtqukae", J. Earth. Eng., 6(4), 431-445. https://doi.org/10.1142/S1363246902000760
  27. Shome, N. and Cornell, C.A. (1999), Probabilistic seismic demand analysis of nonlinear structures, RMS-35, RMS Program, Stanford (CA), 320p .
  28. Song, J. and Ellingwood, B.R. (1999), "Seismic reliability of special moment steel frames with welded connections: I and II", J. Struct. Eng., 125(4), 357-384. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:4(357)
  29. Stathopoulos, K.G. and Anagnostopoulos, S.A. (2003), "Inelastic earthquake response of single-storyasymmetric buildings: an assessment of simplified shear-beam3 models", Earthq. Eng. Struct. D., 32(12), 1813-1831. https://doi.org/10.1002/eqe.302
  30. Stathopoulos, K.G. and Anagnostopoulos, S.A. (2005), "Inelastic torsion of multi-storey buildings under earthquake excitations", Earthq. Eng. Struct. D., 34(12), 1449-1465. https://doi.org/10.1002/eqe.486
  31. Uniform Building Code (UBC) (1997), Int. Conf. of Building Officials, Whittier, California.
  32. Vasilopoulos, A.A., Bazeos, N. and Beskos, D.E. (2008), "Seismic design of irregular space steel frames using advanced methods of analysis", Steel Compos. Struct., 8(1), 53-83. https://doi.org/10.12989/scs.2008.8.1.053
  33. Wang, C.H. and Foliente, G.C. (2006), "Seismic reliability of low-rise nonsymmetric woodframe buildings", J. Struct. Eng., 132(5), 733-744. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:5(733)
  34. Wei, C.Y. (2006), "A study of loccal-buckling BRB and cost performance of BRBF", Thesis for the M.S. degree at National Taiwan Univ.

피인용 문헌

  1. Effect of modeling assumptions on the seismic behavior of steel buildings with perimeter moment frames vol.41, pp.2, 2012, https://doi.org/10.12989/sem.2012.41.2.183
  2. Seismic response estimation of steel buildings with deep columns and PMRF vol.17, pp.4, 2014, https://doi.org/10.12989/scs.2014.17.4.471
  3. Importance of seismic design accidental torsion requirements for building collapse capacity vol.43, pp.6, 2014, https://doi.org/10.1002/eqe.2375
  4. Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames vol.2014, 2014, https://doi.org/10.1155/2014/346156
  5. Seismic response of 3D steel buildings with hybrid connections: PRC and FRC vol.22, pp.1, 2016, https://doi.org/10.12989/scs.2016.22.1.113
  6. Seismic risk assessment for steel framed buildings vol.35, pp.4, 2012, https://doi.org/10.1080/02533839.2012.655908
  7. Seismic induced damageability evaluation of steel buildings: a Fuzzy-TOPSIS method vol.3, pp.5, 2012, https://doi.org/10.12989/eas.2012.3.5.695
  8. 비틀림 비정형을 갖는 철골특수모멘트골조의 내진성능평가 - II 내진설계 방법개선 vol.29, pp.5, 2017, https://doi.org/10.7781/kjoss.2017.29.5.369
  9. Uncertainty assessment of field weld connections and the related effects on service life of steel buildings vol.15, pp.10, 2009, https://doi.org/10.1080/15732479.2019.1621906