Steel and Composite Structures

  • 제37권4호
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  • Pages.391-404
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  • 2020
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Vibration behavior of large span composite steel bar truss-reinforced concrete floor due to human activity

  • Cao, Liang (School of Civil Engineering, Chongqing University) ;
  • Li, Jiang (School of Civil Engineering, Chongqing University) ;
  • Zheng, Xing (School of Civil Engineering, Chongqing University) ;
  • Chen, Y. Frank (Department of Civil Engineering, The Pennsylvania State University)
  • 투고 : 2020.07.25
  • 심사 : 2020.10.27
  • 발행 : 2020.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

Human-induced vibration could present a serious serviceability problem for large-span and/or lightweight floors using the high-strength material. This paper presents the results of heel-drop, jumping, and walking tests on a large-span composite steel rebar truss-reinforced concrete (CSBTRC) floor. The effects of human activities on the floor vibration behavior were investigated considering the parameters of peak acceleration, root-mean-square acceleration, maximum transient vibration value (MTVV), fundamental frequency, and damping ratio. The measured field test data were validated with the finite element and theoretical analysis results. A comprehensive comparison between the test results and current design codes was carried out. Based on the classical plate theory, a rational and simplified formula for determining the fundamental frequency for the CSBTRC floor is derived. Secondly, appropriate coefficients (βrp) correlating the MTVV with peak acceleration are suggested for heel-drop, jumping, and walking excitations. Lastly, the linear oscillator model (LOM) is adopted to establish the governing equations for the human-structure interaction (HSI). The dynamic characteristics of the LOM (sprung mass, equivalent stiffness, and equivalent damping ratio) are determined by comparing the theoretical and experimental acceleration responses. The HSI effect will increase the acceleration response.

키워드

과제정보

The authors are grateful for the financial support provided by the National Natural Science Foundation of China (Grants No. 51908084 and 51708058), China Postdoctoral Science Foundation (Grant No. 2020M673139), and Natural Science Foundation of Chongqing, China (Project No. cstc2019jcyj-bshX0013).

참고문헌

  1. Allen, D.E., Onysko, D.M. and Murray, T.M. (1999), ATC Design Guide 1: Minimizing Floor Vibration, Applied Technology Council, USA.
  2. Allen, D.E., Rainer, J.H. and Pernica, G. (1979), "Vibration criteria for long-span concrete floors", Proceedings of the ACI Symposium on Vibrations of Concrete Structures, 67-78.
  3. Brownjohn, J.M.W., Bocian, M., Hester, D., Quattrone, A., Hudson, W., Moore, D. and Goh, S. (2016), "Footbridge system identification using wireless inertial measurement units for force and response measurements", J. Sound Vib., 384(8), 339-355. https://doi.org/10.1016/j.jsv.2016.08.008.
  4. BS 6472-1 (2008), Guide to evaluation of human exposure to vibration in buildings Part 1: Vibration sources other than blasting, British Standards Institution; UK.
  5. Cao, L., Liu, J.P. and Chen, Y.F. (2018), "Vibration performance of arch prestressed concrete truss girder under impulse excitation", Eng. Struct., 165, 386-395. https://doi.org/10.1016/j.engstruct.2018.03.050.
  6. Chen, D.Y., Wu, J. and Yan, Q.S. (2019), "A novel smartphone-based evaluation system of pedestrian-induced footbridge vibration comfort", Adv. Struct. Eng., 22(7), 1685-1697. https://doi.org/10.1177/1369433218824906.
  7. Chen, J., Xu, R. and Zhang, M. (2014), "Acceleration response spectrum for predicting floor vibration due to occupants jumping", J. Sound Vib., 333(15), 3564-3579. https://doi.org/10.1016/j.jsv.2014.03.023.
  8. Chen, Y. and Aswad, A. (1994), "Vibration characteristics of double tee building floors", PCI J. 39(1), 84-95. https://doi.org/10.15554/pcij.01011994.84.95.
  9. Davis, B. and Avci, O. (2015), "Simplified vibration serviceability evaluation of slender monumental stairs", J. Struct. Eng., 141(11), 04015017. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001256.
  10. Derikvand, M., Jiao, H., Kotlarewski,.N., Lee,.M., Chan, A. and Nolan, G. (2019), "Bending performance of nail-laminated timber constructed of fast-grown plantation eucalypt", Eur. J. Wood Wood Prod., 77, 421-437. https://doi.org/10.1007/s00107-019-01408-9.
  11. Edskar, I. and Lidelow, H. (2019), "Dynamic properties of cross-laminated timber and timber truss building systems", Eng. Struct., 186, 525-535. https://doi.org/10.1016/j.engstruct.2019.01.136.
  12. ISO 2631-2 (2003), Mechanical vibration and shock-evaluation of human exposure to whole-body vibration. Part 2: Vibration in buildings (1Hz to 80Hz), International Organization for Standardization; Geneva.
  13. Kim, J., Park, J., Hong, D. and Park, W. (2010), "Hybrid health monitoring of prestressed concrete girder bridges by sequential vibration-impedance approaches", Eng. Struct., 32(1), 115-128. https://doi.org/10.1016/j.engstruct.2009.08.021.
  14. Liu, J.P., Cao, L. and Chen, Y.F. (2019), "Vibration performance of composite steel-bar truss slab with steel girder", Steel Compos. Struct., 30(6), 577-589. https://doi.org/10.12989/scs.2019.30.6.577.
  15. Liu, J.P., Cao L. and Chen, Y. F. (2020), "Theoretical analysis of human-structure interaction on steel-concrete composite floors", J. Eng. Mech., 146(4): 04020007. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001740.
  16. Mohammeda, A.S., Pavic, A. and Racic, V. (2018), "Improved model for human induced vibrations of high-frequency floors", Eng. Struct., 168, 950-966. https://doi.org/10.1016/j.engstruct.2018.04.093.
  17. Murray, T.M., Allen, D.E., Ungar, E.E. and Davis, D.B. (2016), Vibrations Of Steel-Framed Structural Systems Due To Human Activity (2nd Edition), American Institute of Steel Construction, Chicago, USA.
  18. Murray, T.M. (1975), "Design to prevent floor vibrations", Eng. J., 12(3), 82-87. http://worldcat.org/issn/00138029.
  19. Nguyen, T.H., Gad, E.F., Wilson, J.L. and Haritos, N. (2012), "Improving a current method for predicting walking-induced floor vibration", Steel Compos. Struct., 13(2), 139-155. https://doi.org/10.12989/scs.2012.13.2.139.
  20. Oh, B.K., Glisic, B., Lee, S.H., Cho, T. and Park, H.S. (2019), "Comprehensive investigation of embodied carbon emissions, costs, design parameters, and serviceability in optimum green construction of two-way slabs in buildings", J. Clean. Prod., 222, 111-128. https://doi.org/10.1016/j.jclepro.2019.03.003.
  21. Ohmart, R.D. (1968), "An approximate method for the response of stiffened plates to a periodic excitation", Report No. 30; University of Kansas, Lawrence, USA.
  22. Qin, S.Q.; Zhou, Y.L. and Kang, J.T. (2019), "Footbridge serviceability analysis: from system identification to tuned mass damper implementation", KSCE J. Civ. Eng., 23(2), 754-762. https://doi.org/10.1007/s12205-018-0985-7.
  23. Pavic, A. and Reynolds, P. (2003), "Modal testing and dynamic FE model correlation and updating of a prototype high-strength concrete floor", Cement Concrete Comp., 25(7), 787-799. https://doi.org/10.1016/S0958-9465(02)00100-2.
  24. Reynolds, P. and Pavic, A. (2003), "Effects of false floors on vibration serviceability of building floors. II: response to pedestrian excitation", J. Perform. Constr. Fac., 17, 87-96. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:2(87).
  25. Smith, A.L., Hicks, S.J. and Devine, P.J. (2007), Design Of Floors For Vibration: A New Approach, The Steel Construction Institute, England.
  26. Timoshenko, S. and Woinowsky, S. (1959), Theory Of Plates And Shells (2nd Edition), McGraw-Hill, Inc., USA.
  27. Ussher, E., Arjomandi, K., Weckendorf, J. and Smith, I. (2017), "Predicting effects of design variables on modal responses of CLT floors", Struct., 11, 40-48. https://doi.org/10.1016/j.istruc.2017.04.006.
  28. Votsis, R.A., Stratford, T.J., Chryssanthopoulos, M.K. and Tantele, E.A. (2017), "Dynamic assessment of a FRP suspension footbridge through field testing and finite element modelling", Steel Compos. Struct., 23(3), 205-215. https://doi.org/10.12989/scs.2017.23.2.205.
  29. Wang, H., Chen, J. and Brownjohn, J.M.W. (2017), "Parameter identification of pedestrian's spring-mass-damper model by ground reaction force records through a particle filter approach", J. Sound Vib., 41(22), 409-421. https://doi.org/10.1016/j.jsv.2017.09.020.
  30. Wang, J.L., Li, T. and Luo L.S. (2018), "Theoretical and experimental study on deflection of steel-concrete composite truss beams", Steel Compos. Struct., 29(1), 91-106. https://doi.org/10.12989/scs.2018.29.1.091.
  31. Wang, Q.H., Ranzi, G., Wang, Y.Y. and Geng, Y. (2016), "Long-term behaviour of simply-supported steel-bars truss slabs with recycled coarse aggregate", Constr. Build. Mater., 116, 335-346. https://doi.org/10.1016/j.conbuildmat.2016.04.150.
  32. Zahrai, S.M. and Froozanfar, M. (2019), "Performance of passive and active MTMDs in seismic response of Ahvaz cable-stayed bridge", Smart Struct. Syst., 23(5), 449-466. https://doi.org/10.12989/sss.2019.23.5.449.
  33. Zhang, S.G., Xu, L. and Qin, J.W. (2017), "Vibration of lightweight steel floor systems with occupants: Modelling, formulation and dynamic properties", Eng. Struct., 147, 652-665. https://doi.org/10.1016/j.engstruct.2017.06.008.
  34. Zheng, T., Ji, T. and Ellis, B.R. (2010), "The significance of continuity in a multi-panel composite floor", Eng. Struct., 32(1), 184-194. https://doi.org/10.1016/j.engstruct.2009.09.005.
  35. Zhou, X.H., Li, J. and Liu, J. (2016), "Vibration of prestressed cable RC truss floor system due to human activity", J. Struct. Eng., 142(5), 04015170. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001447.
  36. Zivanovic, S., Pavic, V. and Reynolds, P. (2005), "Vibration serviceability of footbridges under human-induced excitation: a literature review", J. Sound Vib., 279(1-2), 1-74. https://doi.org/10.1016/j.jsv.2004.01.019.

피인용 문헌

  1. Experimental studies on vibration serviceability of composite steel-bar truss slab with steel girder under human activities vol.40, pp.5, 2020, https://doi.org/10.12989/scs.2021.40.5.663