Steel and Composite Structures

  • 제41권3호
  • /
  • Pages.353-367
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  • 2021
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Performance based assessment of shape memory alloy braces combined with buckling restrained braces in frames subjected to near field earthquakes

  • Beiraghi, Hamid (Department of Civil Engineering, Mahdishahr Branch, Islamic Azad University) ;
  • Freidoni, Homa (Department of Civil Engineering, Mahdishahr Branch, Islamic Azad University)
  • 투고 : 2020.09.02
  • 심사 : 2021.08.24
  • 발행 : 2021.11.10
⟨ 이전 논문 다음 논문 ⟩

초록

Shape memory alloy (SMA) is a relatively new material used in structural engineering. In this paper, responses of braced frames with buckling restrained braces (BRBs) and short-segment SMA braces are investigated. Frame, a six-story structure, is designed according to valid prescriptive codes and then the appropriate nonlinear model is created. Three approaches are examined: The first one is using only BRB in all the stories (BRBF system). The second is using only short-segment SMA braces in all the stories (SMA system). The third approach is combining the BRB and short-segment SMA braces in all stories (COMBINED system). Nonlinear time history analysis (NLTHA) is performed subjected to near field (NF) and far field (FF) record sets at maximum considered earthquake (MCE) and design base earthquake (DBE) levels, and responses of the considered systems are investigated and compared. Results show that none of the three systems is recommended in NF site construction because they exceed the allowable limit state. While, subjected to FF records COMBINED system is a good idea as its responses like maximum inter-story drift ratio, residual drift and brace ductility demand are in an allowable range.

키워드

참고문헌

  1. Aizawa, S., Kakizawa, T. and Higasino, M. (1998), "Case studies of smart materials for civil structures", Smart Mater. Struct., 7(5), 617-626. https://doi.org/10.1088/0964-1726/7/5/006.
  2. Asgarian, B. and Moradi, S. (2011), "Seismic performance of steel braced frames with shape memory alloy braces", J. Constr. Steel Res., 67(2), 65-64. https://doi.org/10.1016/j.jcsr.2010.06.006.
  3. Alavi, B. and Krawinkler, H. (2004), "Behavior of moment-resisting frame structures subjected to near-fault ground motions", Earthq. Eng. Struct. D., 33(6), 687-706. https://doi.org/10.1002/eqe.369.
  4. ASCE/ANSI Standard 41-06, (2006), "Guidelines for the seismic rehabilitation of buildings", (Previously Published as FEMA 356, (Reston, VA: American Society of Civil Engineering).
  5. ASCE/SEI 7-2010 (2010), "Minimum design loads for buildings and other structures", American Society of Civil Engineers. Reston, VA.
  6. AISC (2010), "Seismic provision for structural steel buildings", American Institute of Steel Construction: Chicago.
  7. Auricchio, F. and Sacco, E. (1997), "A superelastic shapememory-alloy beam", J. Intel. Mater. Struct., 8(6), 489-501. https://doi.org/10.13140/2.1.1826.0488.
  8. Akkar, S., Yazgan, U. and Gulkan, P. (2005), "Drift estimates in frame buildings subjected to near-fault ground motions", J. Struct. Eng., 131(7), 1014-1024. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:7(1014)
  9. Anderson, J.C. and Bertero VV. (1987), "Uncertainties in establishing design earthquakes", J. Struct. Eng., 113(8), 1709-1724. https://doi.org/10.1061/(ASCE)0733-9445(1987)113:8(1709).
  10. Ariyaratana, C.A. and Fahnestock, L.A. (2011), "Evaluation of buckling-restrained braced frame seismic performance considering reserve strength", Eng. Struct., 33, 77-89. https://doi.org/10.1016/j.engstruct.2010.09.020
  11. Aiken, I.D., Mahin, S.A. and Uriz, P. (2002), "Large-scale testing of buckling-restrained braced frames", Proc. Japan Passive Control Symposium, Tokyo Institute of Technology, Japan, 35-44.
  12. Abdollahzadeh, G. and Banihashemi, M. (2013), "Response modification factor of dual moment-resistant frame with buckling restrained brace (BRB)", Steel Compos. Struct., 14(6), 621-636. https://doi.org/10.12989/scs.2013.14.6.621.
  13. Black, C., Makris, N. and Aiken, I. (2002), "Component testing, stability analysis and characterization of buckling-restrained braces", Report No. PEER-2002/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
  14. Bosco, M. and Marino E.M. (2013), "Design method and behavior factor for steel frames with buckling restrained braces", Earthq. Eng. Struct. D., 42, 1243-1263. https://doi.org/10.1002/eqe.2269.
  15. Bertero, V., Mahin, S. and Herrera, R. (1978), "A seismic design implications of near-fault San Fernando earthquake records", Earthq. Eng. Struct. D., 6(1), 31-42. https://doi.org/10.1002/eqe.4290060105.
  16. Dodd, L.L. and Restrepo-posada, J.I. (1995), "Model for Predicting Cyclic Behavior of Reinforcing", Steel. J. Struct. Eng. - ASCE, 121(3), 433-445. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:3(433).
  17. Eskandari, R. and Vafaei, D. (2015), "Effects of near-fault records characteristics on seismic performance of eccentrically braced frames", Struct. Eng. Mech., 56(5), 855-870. https://doi.org/10.12989/sem.2015.56.5.855.
  18. Eskandari, R., Vafaei, D., Vafaei, J. and Shemshadian, M.E. (2017), "Nonlinear static and dynamic behavior of reinforced concrete steel-braced frames", Earthq. Struct., 12(2), 191-200. https://doi.org/10.12989/eas.2017.12.2.191.
  19. Eatherton, M.R., Fahnestock, A.L. and Miller, D.J. (2014), "Computational study of self-centering buckling restrained braced frame seismic performance, Earthq. Eng. Struct. D., 43 1897-1914. https://doi.org/10.1002/eqe.2428
  20. Erochko, J., Christopoulos, C., Tremblay, R. and Choi, H. (2011), "Residual drift response of SMRFs and BRB Frames in steel buildings designed according to ASCE 7-05", J. Struct. Eng., 137(5), 589-599. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000296.
  21. Fang, C. and Wang, W. (2019a), Shape Memory Alloys for Seismic Resilience (Berlin: Springer)
  22. Fang, C., Zheng, Y., Chen, J., Yam, M.C.H. and Wang, W. (2019b), "Superelastic NiTi SMA cables: thermal-mechanical behavior, hysteretic modelling and seismic application", Eng. Struct., 183, 533-549. https://doi.org/10.1016/j.engstruct.2019.01.049
  23. Fang, C., Wang, W., Zhang, A., Sause, R., Ricles, J. and Chen, Y. (2019c), "Behavior and design of self-centering energy dissipative devices equipped with superelastic SMA ring springs", J. Struct. Eng., 145 04019109. https://doi.org/10.1061/(asce)st.1943-541x.0002414
  24. FEMA 273 NEHRP (1997), "Guidelines for the Seismic Rehabilitation of Buildings (Washington D.C: Federal Emergency Management Agency)
  25. Fahnestock, L.A., Ricles, J.M. and Sause, R. (2007), "Experimental evaluation of a large-scale buckling-restrained braced frame", J. Struct. Eng., 133(9), 1205-1214. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1205)
  26. Guneyisi, E.M. and Ameen, N. (2014), "Structural behavior of conventional and buckling restrained braced frames subjected to near-field ground motions", Earthq. Struct., 7(4), 553-570. https://doi.org/10.12989/eas.2014.7.4.553.
  27. Gao1, N., Jeon J.S., Hodgson, D.E. and Reginald, D.R. (2016), "An innovative seismic bracing system based on a superelastic shape memory alloy ring", Smart Mater. Struct., 25(5). https://doi.org/10.13140/2.1.1826.0488.
  28. Hu, J. and Choi, E., (2014), "Seismic design nonlinear analysis and performance evaluation of recentering buckling-restrained braced frames", Int. J. Steel. Struct., 14(4) 683-695. https://doi.org/10.1007/s13296-014-1201-3.
  29. Holden, T., Restrepo, J. and Mander, J.B. (2003), "Seismic performance of precast reinforced and prestressed concrete walls", J. Struct. Eng.- ASCE, 129(3), 286-296. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:3(286).
  30. Inoue, K., Sawaisumi, S. and Higashibata, Y. (2001), "Stiffening requirements for unbonded braces encased in concrete panels", J. Struct. Eng. - ASCE, 127(6), 712-719. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(712).
  31. Janke, L., Czaderski, C. and Motavalli, M. (2005), "Applications of shape memory alloys in civil engineering structures-Overview", limits and new idea Mat. Struct., 38, 578. https://doi.org/10.1007/BF02479550
  32. Jones, P. and Zareian, F. (2013), "Seismic response of a 40-storey buckling-restrained braced frame designed for the Los Angeles region", Struct. Des. Tall Spec. Build., 22(3), 291-299. https://doi.org/10.1002/tal.687.
  33. Kari, A., Ghassemieh, M. and Abolmaali, S.A. (2011), "A new dual bracing system for improving the seismic behavior of steel structures", Smart. Mater. Struct., 20(12), 125020. https://doi.org/10.1088/0964-1726/20/12/125020.
  34. Katsimpini, P.S., Askouni, P.K., Papagiannopoulos, G.A. and Karabalis, D.L. (2020), "Seismic drift response of seesaw-braced and buckling-restrained braced steel structures: a comparison study", Soil Dynam. Earthq. Eng., 129(2),105925. https://doi.org/10.1016/j.soildyn.2019.105925
  35. Kiggins, S. and Uang, C.M. (2006), "Reducing residual drift of buckling-restrained braced frames as a dual system", Eng. Struct., 28, 1525-1532. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1205)
  36. Li, H., Liu, Z. and Ou, J. (2007), "Behavior of a simple concrete beam driven by shape memory alloy wires", Smart Mater. Struct., 15(4), 1039-1046. https://doi.org/10.1088/0964-1726/15/4/017
  37. LATBSDC (2014), An Alternative Procedure For Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region. Los Angeles Tall Buildings Structural Design Council: Los Angeles.
  38. McCormick, R., DesRoches, D., Fugazza, D. and Auricchio, F. (2007), "Seismic assesment of concentrically braced steel frames with shape memory alloy braces", J. Struct. Eng., 133(6), 862-870. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1205).
  39. Moradi, S., Alam, M.S. and Asgarian, B. (2014), "Incremental dynamic analysis of steel frames equipped with NiTi shape memory alloy braces", Struct. Des. Tall Spec. Build., 23(18), 1406-1425. https://doi.org/10.13140/2.1.1826.0488.
  40. Meshaly, M.E., Youssef, M.A. and Abou Elfath, H.M. (2014), "Use of SMA bars to enhance the seismic performance of SMA braced RC frames. Earthquakes and Structures
  41. Nazarimofrad, E. and Shokrgozar, A. (2019), "Seismic performance of steel braced frames with self-centering buckling- restrained brace utilizing superelastic shape memory alloys", Struct Des. Tall Spec. Build., e1666. https://doi.org/10.1002/tal.1666
  42. Massah, S.R. and Dorvar, H. (2014), "Design and analysis of eccentrically braced steel frames with vertical links using shape memory alloys", Smart Mater. Struct., 23(11). https://doi.org/10.1061/(ASCE)0733-9445(2007)133:9(1205).
  43. McCormick, J., Tyber, R., DesRoches, K., Gall, K. and Maier, H.J. (2007), "Structural engineering with NiTi part II: Mechanical behavior and scaling", J. Eng. Mech., 133(9), 1019-1029. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:9(1019).
  44. Merritt, S., Uang, C.M. and Benzoni, G. (2003), "Subassemblage testing of star seismic buckling restrained braces", TR-2003/04. La Jolla (CA): Univ. of California at San Diego.
  45. NIST (2015), "Seismic design of steel buckling-restrained braced frames: A guide for practicing engineers, GCR 15-917-34, NEHRP Seismic Design Technical Brief No. 11, produced by the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering for the National Institute of Standards and Technology, Gaithersburg, MD.
  46. Palmer, K.D., Christopulos, A.S., Lehman, D.E. and Roeder, C.W. (2014), "Experimental evaluation of cyclically loaded, largescale, planar and 3-d buckling-restrained braced frames", J. Constr. Steel Res., 101, 415-425. https://doi.org/10.1016/j.jcsr.2014.06.008.
  47. Pham, H.V. (2013), "Performance-based Assessments of Buckling-restrained Braced Steel Frames Retrofitted by Self-Centering ShapeMemory Alloy Braces (Doctoral dissertation) Georgia Institute of Technology.
  48. Qiu, C., Qi, J. and Chen, C. (2019), "Energy-based seismic design methodology of SMABFs using hysteretic energy spectrum", J. Struct. Eng., 146, 04019207. https://doi.org/10.1061/(asce)st.1943-541x.0002515
  49. Qin, Y., Shu, G., Zhou, X., Han, J. and He, Y. (2019), "Height-thickness ratio on axial behavior of composite wall with truss connector", Steel Compos. Struct., 30(4), 315-325. https://doi.org/10.13140/2.1.1826.0488.
  50. Ricles, J., Sause, R., Garlock, M. and Zhao, C. (2001), "Posttensioned seismic-resistant connections for steel frames", J. Struct. Eng. - ASCE, 127, 113-121. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(113).
  51. Somerville, P.G., Smith, N.F., Graves, R.W. and Abrahamson, N.A. (1977), "Modification of empirical strong motion attenuation relations to include the amplitude and duration effects of rupture directivity", Seismol. Res. Lett., 68, 199-222. https://doi.org/10.1785/gssrl.68.1.199
  52. Somerville, P.G., Smith, N.F., Graves, R.W. and Abrahamson, N.A. (1997), "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity", Seismol. Res. Lett., 68(1), 199-222. https://doi.org/10.13140/2.1.1826.0488.
  53. Sahoo, D.R. and Chao, S. (2010), "Performance-based plastic design method for buckling-restrained braced frames", Eng. Struct., 32, 2950-2958. https://doi.org/10.1016/j.engstruct.2010.05.014.
  54. SeismoStruct (2009), Version 4.0.2. accessed on Feb 2009, available at http://www.seismosoft.com/SeismoStruct/index.htm.
  55. Sabelli, R. (2001), "Research on improving the design and analysis of earthquake-resistant steel braced frames", The 2000 NEHRP Professional Fellowship Report, Earthquake Engineering Research Institute, Oakland, CA.
  56. Sabelli, R., Mahin, S., and Chang, C. (2003), "Seismic demands on steel braced frame buildings with buckling-restrained braces", Eng. Struct., 25, 655-666. https://doi.org/10.1016/S0141-0296(02)00175-X.
  57. Sharma, V., Shrimali, M.K., Bharti, S.D. and Datta, T.K. (2020), "Behavior of semi-rigid steel frames under near- and far-field earthquakes", Steel Compos. Struct., 34(5), 625-641. https://doi.org/10.12989/scs.2020.34.5.625.
  58. Tsai, K.C., Hsiao, P.C., Wang, K.J., Weng, Y.T., Lin, M.L., Lin, K.C., Chen, C.H., Lai, J.W. and Lin, S.L. (2008), "Pseudo-dynamic tests of a full-scale CFT/BRB frame-Part I: Specimen design, experiment and analysis", Earthq. Eng. Struct. D., 37, 1081-1098. https://doi.org/10.1002/eqe.804.
  59. Teran-Gilmore, A. and Ruiz-Garcia, J. (2011), "Comparative seismic performance of steel frames retrofitted with buckling-restrained braces through the application of Force-Based and Displacement-Based approaches", Soil Dynam. Earthq. Eng., 31(3), 478-490. https://doi.org/10.1016/j.soildyn.2010.11.003.
  60. Uriz, P. and Mahin, S.A. (2008), "Toward earthquake-resistant design of concentrically braced steel-frame structures", PEER 2008/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA. DOI: 10.1139/l91-101
  61. Vafaei, D. and Eskandari, R. (2016), "Seismic performance of steel mega braced frames equipped with shape-memory alloy braces under near-fault earthquakes", Struct. Des. Tall Spec. Build., 5(1), 3-21. https://doi.org/10.1002/tal.1225
  62. Vafaei, D. and Eskandari, R. (2014), "Seismic response of mega buckling-restrained braces subjected to fling-step and forward-directivity near-fault ground motions", Struct. Des. Tall Spec. Build., 24(9). https://doi.org/10.1002/tal.1205.
  63. Vafaei, D. and Eskandari R. (2014), "Seismic response of mega buckling-restrained braces subjected to fling-tep and forward-directivity near-fault ground motions", Struct. Des. Tall Spec. Build., https://doi.org/10.1002/tal.1205.
  64. Wang, W., Fang, C., Zhao, Y., Sause, R., Hu, S. and Ricles, J. (2019a), "Self-centering friction spring dampers for seismic resilience", Earthq. Eng. Struct. D., 48, 1045-1065. https://doi.org/10.1002/eqe.3174
  65. Wang, W., Fang, C., Zhang, A. and Liu, X. (2019b), "Manufacturing and performance of a novel self-centring damper with shape memory alloy ring springs for seismic resilience", Struct. Control Health Monit., 26. e2337 https://doi.org/10.1002/stc.2337
  66. Watanabe, A., Hitomi, Y., Saeki, E., Wada, A. and Fujimoto, M. (1988), "Properties of brace encased in buckling-restraining concrete and steel tube", Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan.
  67. Watanabe, A. (1992), "Development of composite brace with a large ductility", Proceedings of the U.S.-Japan Workshop on Composite and Hybrid Structures, Berkeley, CA, September 10-12.
  68. Youssef, M.A., Mashaly, M.E. and Abou-Elfath, H. (2010), "Use of SMA and buckling restrained braces to reduce seismic residual deformation in low-rise RC frames", 9th US National and 10th Canadian Conf on Earthquake Engineering (Toronto, Ontario, Canada) paper No 544. DOI:10.13140/2.1.1826.0488.