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Test and evaluation of modified TADAS devices with different grades of steel

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Abstract

Triangular-plate added damping and stiffness (TADAS) devices are reliable metallic energy dissipaters for seismic upgrading used in design and retrofitting of civil structures. Conventional TADAS devices are designed with closed-ended slots. In this study, a modified form of the TADAS device is proposed with open-ended slots in order to reduce the manufacture cost, facilitate the assembling and avoid abrupt stiffness increase. Cyclic and monotonic loading tests are then conducted to investigate the mechanical characteristics of the modified TADAS devices with regular Q345 steel and low-yield point LY160 steel triangular plates. The test results show that although the hysteresis performances are stable, the cyclic hardening behavior is different between the TADAS specimens with different grades of steel. The TADAS specimen with LY160 triangular plates exhibits more significant overstrength behavior than the one with Q345 triangular plates in cyclic loading, which is unsuitable to be described by the classic Bouc-Wen model. Therefore, a modified Bouc-Wen model is proposed to describe such overstrength behavior. It is shown that the modified model is able to simulate different extent of overstrength behavior in cyclic loading, based on which the cyclic hardening behavior of the TADAS specimen with LY160 triangular plates can be well described.

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References

  • Aiken ID, Nims DK, Whittaker AS, and Kelly JM (1993), “Testing of Passive Energy Dissipation Systems,” Earthquake Spectra, 9(3): 335–370.

    Article  Google Scholar 

  • AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings, Chicago: American Institute of Steel Construction.

    Google Scholar 

  • Black CJ, Makris N and Aiken ID (2004), “Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces,” Journal of Structural Engineering, 130(6): 880–894.

    Article  Google Scholar 

  • Bouc R (1967), “Forced Vibration of Mechanical Systems with Hysteresis,” Proc. 4th Conf. on Nonlinear Oscillation, Prague, Czechoslovakia.

  • Brando G, D’Agostino F and De Matteis G (2013), “Experimental Tests of a New Hysteretic Damper Made of Buckling Inhibited Shear Panels,” Materials & Structures, 46(12): 2121–2133.

    Article  Google Scholar 

  • Brando G, D’Agostino F and De Matteis G (2015), “Seismic Performance of MR Frames Protected by Viscous or Hysteretic Dampers,” Structural Design of Tall and Special Buildings, 24(9): 653–671.

    Article  Google Scholar 

  • Chan RWK and Albermani F (2008), “Experimental Study of Steel Slit Damper for Passive Energy Dissipation,” Engineering Structures, 30(4): 1058–66.

    Article  Google Scholar 

  • Chan RWK, Albermani F and Kitipornchai S (2013), “Experimental Study of Perforated Yielding Shear Panel Device for Passive Energy Dissipation,” Journal of Constructional Steel Research, 91: 14–25.

    Article  Google Scholar 

  • Chan RWK, Albermani F and Williams MS (2009), “Evaluation of Yielding Shear Panel Device for Passive Energy Dissipation,” Journal of Constructional Steel Research, 65(2): 260–268.

    Article  Google Scholar 

  • Charalampakis AE and Koumousis VK (2008), “Identification of Bouc-Wen Hysteretic Systems by a Hybrid Evolutionary Algorithm,” Journal of Sound and Vibration, 314: 571–585.

    Article  Google Scholar 

  • Chen Y, Cao T, Ma L and Luo C (2009), “Structural Vibration Passive Control and Economic Analysis of a High-Rise Building in Beijing,” Earthquake Engineering and Engineering Vibration, 8(4): 561–568.

    Article  Google Scholar 

  • Chen Z, Chen W and Bian G (2014), “Seismic Performance Upgrading for Underground Structures by Introducing Shear Panel Dampers,” Advances in Structural Engineering, 17(9): 1343–1357.

    Article  Google Scholar 

  • Chopra AK (1995), Dynamics of Structures: Theory and Applications to Earthquake Engineering, Englewood Cliffs: Prentice Hall.

    Google Scholar 

  • De la Llera JC, Esguerra C and Almazán JL (2004), “Earthquake Behavior of Structures with Copper Energy Dissipators,” Earthquake Engineering & Structural Dynamics, 33(3): 329–358.

    Article  Google Scholar 

  • De Matteis G, Brando G and Mazzolani FM (2012), “Pure Aluminium: An Innovative Material for Structural Applications in Seismic Engineering,” Construction and Building Materials, 26(1): 677–686.

    Article  Google Scholar 

  • De Matteis G, Sarracco G and Brando G (2016), “Experimental Tests and Optimization Rules for Steel Perforated Shear Panels,” Journal of Constructional Steel Research, 123: 41–52.

    Article  Google Scholar 

  • Deng K, Pan P, Li W and Xue Y (2015), “Development of a Buckling Restrained Shear Panel Damper,” Journal of Constructional Steel Research, 106: 311–321.

    Article  Google Scholar 

  • Dusicka P, Itani AM and Buckle IG (2010), “Cyclic Behavior of Shear Links of Various Grades of Plate Steel,” Journal of Structural Engineering, 136(4): 370–378.

    Article  Google Scholar 

  • Hamed AA and Mofid M (2015), “On the Experimental and Numerical Study of Braced Steel Shear Panels,” The Structural Design of Tall and Special Buildings, 24(14): 853–872.

    Article  Google Scholar 

  • Huang Z, Li Z and Ding T (2013), “Experimental Investigation of BRB with Transverse Rib Restraints,” Journal of Southeast University, 29(1): 62–65.

    Google Scholar 

  • Kang THK, Martin RD, Park HG, Wilkerson R and Youssef N (2013), “Tall Building with Steel Plate Shear Walls Subject to Load Reversal,” Structural Design of Tall and Special Buildings, 22(6): 500–520.

    Article  Google Scholar 

  • Kumar P, Jangid RS and Reddy GR (2016), “Comparative Performance of Passive Devices for Piping System under Seismic Excitation,” Nuclear Engineering and Design, 298: 121–134.

    Article  Google Scholar 

  • López-Almansa F, De la Cruz ST and Taylor C (2011), “Experimental Study of Friction Dissipators for Seismic Protection of Building Structures,” Earthquake Engineering and Engineering Vibration, 10(4): 475–486.

    Article  Google Scholar 

  • Lu X and Zhao B (2003), “Recent Advances in Structural Control Research and Applications in China’s Mainland,” Earthquake Engineering and Engineering Vibration, 2(1): 117–132.

    Article  Google Scholar 

  • Ma F, Zhang H, Bockstedte A, Foliente GC and Paevere P (2004), “Parameter Analysis of the Differential Model of Hysteresis,” Journal of Applied Mechanics, 71(3): 342–349.

    Article  Google Scholar 

  • Mahmoudi M and Abdi MG (2012), “Evaluating Response Modification Factors of TADAS Frames,” Journal of Constructional Steel Research, 71(1): 162–170.

    Article  Google Scholar 

  • Mohammadi RK, Nasri A and Ghaffary A (2017), “TADAS Dampers in Very Large Deformations,” International Journal of Steel Structures, 17(2): 515–524.

    Article  Google Scholar 

  • Saeedi F, Shabakhty N and Mousavi SR (2016), “Seismic Assessment of Steel Frames with Triangular-Plate Added Damping and Stiffness Devices,” Journal of Constructional Steel Research, 125: 15–25.

    Article  Google Scholar 

  • Saeki E, Sugisawa M, Yamaguchi T and Wada A (1998), “Mechanical Properties of Low Yield Point Steels,” Journal of Materials in Civil Engineering, 10(3): 143–152.

    Article  Google Scholar 

  • Shu G and Li Z (2017), “Parametric Identification of the Bouc-Wen Model by a Modified Genetic Algorithm: Application to Evaluation of Metallic Dampers,” Earthquakes and Structures, 13(4): 397–407.

    Google Scholar 

  • Sireteanu T, Mitu AM, Giuclea M and Solomon O (2014), “A Comparative Study of the Dynamic Behavior of Ramberg-Osgood and Bouc-Wen Hysteresis Models with Application to Seismic Protection Devices,” Engineering Structures, 76: 255–269.

    Article  Google Scholar 

  • Spencer BF and Nagarajaiah S (2003), “State of the Art of Structural Control,” Journal of Structural Engineering, 129(7): 845–856.

    Article  Google Scholar 

  • Symans MD, Charney FA, Whittaker AS, Constantinou MC, Kircher CA, Johnson MW and McNamara RJ (2008), “Energy Dissipation Systems for Seismic Applications: Current Practice and Recent Developments,” Journal of Structural Engineering, 134(1): 3–21.

    Article  Google Scholar 

  • Tchamo JM and Zhou Y (2018), “An Alternative Practical Design Method for Structures with Viscoelastic Dampers,” Earthquake Engineering and Engineering Vibration, 17(3): 459–473.

    Article  Google Scholar 

  • Tsai CS and Tsai KC (1995), “TPEA Device as Seismic Damper for High-Rise Buildings,” Journal of Engineering Mechanics, 121(10): 1075–1081.

    Article  Google Scholar 

  • Tsai KC, Chen HW, Hong CP and Su YF (1993), “Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction,” Earthquake Spectra, 9(3): 505–528.

    Article  Google Scholar 

  • Valizadeh H, Sheidaii M and Showkati H (2012), “Experimental Investigation on Cyclic Behavior of Perforated Steel Plate Shear Walls,” Journal of Constructional Steel Research, 70: 308–316.

    Article  Google Scholar 

  • Vian D, Bruneau M and Purba R (2009), “Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations,” Journal of Structural Engineering, 135(3): 221–228.

    Article  Google Scholar 

  • Wen YK (1976), “Method for Random Vibration of Hysteretic Systems,” Journal of Engineering Mechanics, 102(2): 249–263.

    Google Scholar 

  • Whittaker AS, Bertero VV, Thompson CL and Alonso LJ (1991), “Seismic Testing of Steel Plate Energy Dissipation Devices,” Earthquake Spectra, 7(4): 563–604.

    Article  Google Scholar 

  • Xia C and Hanson RD (1992), “Influence of ADAS Element Parameters on Building Seismic Response,” Journal of Structural Engineering, 118(7): 1903–1918.

    Article  Google Scholar 

  • Xu LY, Nie X and Fan JS (2016), “Cyclic Behaviour of Low-Yield-Point Steel Shear Panel Dampers,” Engineering Structures, 126: 391–404.

    Article  Google Scholar 

  • Yao JTP (1972), “Concept of Structural Control,” Journal of the Structural Division, ASCE, 98(7): 1567–1574.

    Google Scholar 

  • Zhang C, Zhu J, Wu M, Yu J and Zhao J (2016), “The Lightweight Design of a Seismic Low-Yield-Strength Steel Shear Panel Damper,” Materials, 9(6): 424.

    Article  Google Scholar 

  • Zheng J, Li A and Guo T (2015), “Analytical and Experimental Study on Mild Steel Dampers with NonUniform Vertical Slits,” Earthquake Engineering and Engineering Vibration, 14(1): 111–123.

    Article  Google Scholar 

Download references

Acknowledgement

This work was supported by the National Key Technology R&D Program of China during the 12th Five-Year Plan Period under Grant No. 2012BAJ13B01. The test specimens were donated by Nanjing Dade Damping Technology Co. Ltd., Nanjing, China. This in-kind support is kindly appreciated and gratefully acknowledged.

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Correspondence to Li Zongjing.

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Supported by: National Key Technology R&D Program of China during the 12th Five-Year Plan Period under Grant No. 2012BAJ13B01

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Zongjing, L., Ganping, S. Test and evaluation of modified TADAS devices with different grades of steel. Earthq. Eng. Eng. Vib. 19, 451–464 (2020). https://doi.org/10.1007/s11803-020-0573-y

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