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Seismic performance of a wall-frame air traffic control tower

  • Moravej, Hossein (Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Vafaei, Mohammadreza (Centers for Forensic Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Abu Bakar, Suhaimi (Faculty of Civil Engineering, Universiti Teknologi Malaysia)
  • Received : 2015.01.25
  • Accepted : 2015.12.11
  • Published : 2016.02.25

Abstract

Air Traffic Control (ATC) towers play significant role in the functionality of each airport. In spite of having complex dynamic behavior and major role in mitigating post-earthquake problems, less attention has been paid to the seismic performance of these structures. Herein, seismic response of an existing ATC tower with a wall-frame structural system that has been designed and detailed according to a local building code was evaluated through the framework of performance-based seismic design. Results of this study indicated that the linear static and dynamic analyses used for the design of this tower were incapable of providing a safety margin for the required seismic performance levels especially when the tower was subjected to strong ground motions. It was concluded that, for seismic design of ATC towers practice engineers should refer to a more sophisticated seismic design approach (e.g., performance-based seismic design) which accounts for inelastic behavior of structural components in order to comply with the higher seismic performance objectives of ATC towers.

Keywords

References

  1. AISC-ASD89 (1989), Allowable Stress Design and Plastic Design Specifications for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois.
  2. Al-Bermani, F.G. and Kitipornchai, S. (1990), "Elasto-plastic large deformation analysis of thin-walled structures", Eng. Struct., 12(1), 28-36. https://doi.org/10.1016/0141-0296(90)90035-Q
  3. Aman, M., Nadeem, H. and Khaled, E.S. (2015), "Seismic performance and cost-effectiveness of high-rise buildings with increasing concrete strength", Struct. Des. Tall Spec. Build., 24(4), 257-279. https://doi.org/10.1002/tal.1165
  4. American Concrete Institute (ACI) Committee 318 (1999), Building Code Requirements for Reinforced Concrete and Commentary (ACI 318-99/ACI 318R-99), Farmington Hills, MI.
  5. American Society of Civil Engineers (ASCE) (2010), "Minimum design loads for buildings and other structures", ASCE/SEI 7-10, ASCE, Reston, VA.
  6. ATC 40 (1996), Seismic evaluation and retrofit of concrete buildings, Applied Technology Council, CA.
  7. Chan, S.L. and Zhou, Z.H. (1998), "On the development of a robust element for second-ordernon-linear integrated design and analysis (nida)", J. Constr. Steel Res., 47(1), 169-190. https://doi.org/10.1016/S0143-974X(98)80107-7
  8. Chen, X.W., Li, J.X. and Cheang, J. (2010), "Seismic performance analysis of Wenchuan Hospital structure with viscous dampers", Struct. Des. Tall Spec. Build., 19(4), 397-419. https://doi.org/10.1002/tal.603
  9. Deger, Z.T., Yang, T.Y., Wallace, J.W. and Moehle, J. (2015), "Seismic performance of reinforced concrete core wall buildings with and without moment resisting frames", Struct. Des. Tall Spec. Build., 24(7), 477-490. https://doi.org/10.1002/tal.1175
  10. Dicleli, M. and Bruneau, M. (1995), "Seismic performance of multispan simply supported slab-on-girder steel highway bridges", Eng. Struct., 17(1), 4-14. https://doi.org/10.1016/0141-0296(95)91036-Z
  11. Eshghi, S. and Farrokhi, H. (2003), "Seismic vulnerability analysis of airport traffic control towers", J. Seismol. Earthq. Eng., 5(1), 31.
  12. Eurocode 8 (2004), Design of structures for earthquake resistance, Part 1, 1998-1.
  13. Federal Emergency Management Association (2000), Prestandard and commentary for the seismic rehabilitation of buildings, American Society of Civil Engineers (ASCE).
  14. Foley, C.M. and Vinnakota, S. (1999), "Inelastic behavior of multistory partially restrained steel frames. Part II", J. Struct. Eng., 125(8), 862-869. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(862)
  15. Goyal, A. and Maiti, M.K. (1997), "Inelastic seismic resistance of reinforced concrete stack-like structures", Earthq. Eng. Struct. Dyn., 26(5), 501-513. https://doi.org/10.1002/(SICI)1096-9845(199705)26:5<501::AID-EQE665>3.0.CO;2-L
  16. ISO 690 Iranian Code of Practice for Seismic Resistant Design of Buildings (2005), Standard No. 2800, 3rd edition, Building & Housing Research Center, Tehran, Iran.
  17. Izzuddin, B.A. and Smith, D.L. (1996), "Large-displacement analysis of elastoplastic thin-walled frames. I: formulation and implementation", J. Struct. Eng., 122(8), 905-914. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:8(905)
  18. Jiang, X.M., Chen, H. and Liew, J.R. (2002), "Spread-of-plasticity analysis of three-dimensional steel frames", J. Constr. Steel Res., 58(2), 193-212. https://doi.org/10.1016/S0143-974X(01)00041-4
  19. Kim, S.E., Park, M.H. and Choi, S.H. (2001), "Direct design of three-dimensional frames using practical advanced analysis", Eng. Struct., 23(11), 1491-1502. https://doi.org/10.1016/S0141-0296(01)00041-4
  20. Kitipornchai, S., Al-Bermani, F.G.A. and Chan, S.L. (1988), "Geometric and material nonlinear analysis of structures comprising rectangular hollow sections", Eng. Struct., 10(1), 13-23. https://doi.org/10.1016/0141-0296(88)90012-0
  21. Li, G., Zhang, F., Zhang, Y. and Li, H.N. (2015), "Nonlinear hysteretic behavior simulation of reinforced concrete shear walls using the force analogy method", Struct. Des. Tall Spec. Build., 24(7), 504-520. https://doi.org/10.1002/tal.1177
  22. Li, W., Li, Q.N. and Jiang, W.S. (2013), "Nonlinear finite element analysis of behaviors of steel beamcontinuous compound spiral stirrups reinforced concrete column frame structures", Struct. Des. Tall Spec. Build., 22(15), 1119-1138. https://doi.org/10.1002/tal.758
  23. Liew, J.R., Chen, H., Shanmugam, N.E. and Chen, W.F. (2000), "Improved nonlinear plastic hinge analysis of space frame structures", Eng. Struct., 22(10), 1324-1338. https://doi.org/10.1016/S0141-0296(99)00085-1
  24. McKenna, F., Fenves, G.L. and Scott, M.H. (2000), "Open system for earthquake engineering simulation", University of California, Berkeley, CA.
  25. Muthukumar, S. and Sabelli, R. (2013), "Nonlinear seismic analysis of a round concrete tower with a posttensioned self-centering system", Structures Congress 2013 sBridging Your Passion with Your Profession, ASCE.
  26. Orakcal, K., Wallace, J.W. and Conte, J.P. (2004), "Flexural modeling of reinforced concrete walls-model attributes", ACI Struct. J., 101(5), 688-698.
  27. Panneton, M., Leger, P. and Tremblay, R. (2006), "Inelastic analysis of a reinforced concrete shear wall building according to the National Building Code of Canada 2005", Can. J. Civ. Eng., 33(7), 854-871. https://doi.org/10.1139/l06-026
  28. Paulay, T. and Priestley, M.J.N. (1992), Seismic design of reinforced concrete and masonry buildings, New York: Wiley.
  29. Pi, Y.L. and Trahair, N.S. (1994), "Nonlinear inelastic analysis of steel beam-columns. I: Theory", J. Struct. Eng., 120(7), 2041-2061. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:7(2041)
  30. Pierepiekarz, M.R., Ballantyne, D.B. and Hamburger, R.O. (2001), "Damage report from Seattle", Civ. Eng., 71(6), 78.
  31. Rad, B.R. and Adebar, P. (2009), "Seismic design of high-rise concrete walls: reverse shear due to diaphragms below flexural hinge", J. Struct. Eng., 135(8), 916-924. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:8(916)
  32. Roark, M.S., Turner, K.Z. and Gould, P.L. (2000), "Seismic vulnerability of airport facilities", MSc. Thesis, Washington University.
  33. SAP2000 V15 (2013), Integrated Software for Structural Analysis & Design. Computers & Structures, Inc., Berkeley, California, USA.
  34. Shahidi, F., Rezaeian, A., Jamal-Omidi, M. and Shahidi, F. (2015), "Investigation of the ConXL moment connection cyclic behavior in box columns without filling concrete with different arrangement of collar bolts", Struct. Des. Tall Spec. Build., 24(5), 317-350. https://doi.org/10.1002/tal.1167
  35. Teh, L.H. and Clarke, M.J. (1999), "Plastic-zone analysis of 3D steel frames using beam elements", J. Struct. Eng., 125(11), 1328-1337. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:11(1328)
  36. Tso, W.K., Zhu, T.J. and Heidebrecht, A.C. (1992), "Engineering implication of ground motion A/V ratio", Soil Dyn. Earthq. Eng., 11(3), 133-144. https://doi.org/10.1016/0267-7261(92)90027-B
  37. U.B. Code (1997), BC-97, American Association of Building Officials, Whittier, CA.
  38. Vafaei, M., Adnan, A.B. and Rahman, A.B.A. (2014), "Seismic performance evaluation of an airport traffic control tower through linear and nonlinear analysis", Struct. Infra. Eng., 10(8), 963-975. https://doi.org/10.1080/15732479.2013.774030
  39. Wilcoski, J. and Heymsfield, E. (2002), "Performance and rehabilitation of type L FAA airport traffic control tower at San Carlos, California, for seismic loading", J. Perform. Constr. Facil., 16(2), 85-93. https://doi.org/10.1061/(ASCE)0887-3828(2002)16:2(85)
  40. Wilson, J.L. (2003), "Earthquake response of tall reinforced concrete chimneys", Eng. Struct., 25(1), 11-24. https://doi.org/10.1016/S0141-0296(02)00098-6
  41. Zekioglu, A., Willford, M., Jin, L. and Melek, M. (2007), "Case study using the Los Angeles tall buildings structural design council guidelines: 40-storey concrete core wall building", Struct. Des. Tall Spec. Build., 16(5), 583-597. https://doi.org/10.1002/tal.434

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