Dynamics of Civil Structures, Volume 2

18 Nonlinear Damping in Floor Vibrations Serviceability: Verification on a Laboratory Structure 145 3. Li, Q., Liu, D., Fang, J., Jeary, A., Wong, C.: Damping in buildings: its neural network model and AR model. Eng. Struct. 22, 1216–1223 (2000). doi:10.1016/S0141-0296(99)00050-4 4. Fang, J.Q., Jeary, A.P., Li, Q.S., Wong, C.K.: Random damping in buildings and its AR model. J. Wind Eng. Ind. Aerodyn. 79, 159–167 (1999). doi:10.1016/S0167-6105(97)00295-X 5. Tamura, Y., Suganuma, S.: Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds. J. Wind Eng. Ind. Aerodyn. 59, 115–130 (1996). doi:10.1016/0167-6105(96)00003-7 6. Middleton, C.J., Brownjohn, J.M.W.: Response of high frequency floors: a literature review. Eng. Struct. 32, 337–352 (2010). doi:10.1016/j.engstruct.2009.11.003 7. Díaz, I.M., Reynolds, P.: Acceleration feedback control of human-induced floor vibrations. Eng. Struct. 32, 163–173 (2010). doi:10.1016/j.engstruct.2009.09.003 8. Díaz, I.M., Reynolds, P.: On-off nonlinear active control of floor vibrations. Mech. Syst. Signal Process. 24, 1711–1726 (2010). doi:10.1016/j.ymssp.2010.02.011 9. Brownjohn, J.M.W., Pavic, A.: Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitation. Eng. Struct. 29, 2833–2843 (2007). doi:10.1016/j.engstruct.2007.01.025 10. Taillon, J.-Y., Légeron, F., Prud’homme, S.: Variation of damping and stiffness of lattice towers with load level. J. Constr. Steel Res. 71, 111–118 (2012). doi:10.1016/j.jcsr.2011.10.018 11. Casini, P., Giannini, O., Vestroni, F.: Effect of damping on the nonlinear modal characteristics of a piecewice-smooth system through harmonic forced response. Mech. Syst. Signal Process. 36, 540–548 (2013). doi:10.1016/j.ymssp.2012.10.001 12. Jang, T.S.: A method for simultaneous identification of the full nonlinear damping and the phase shift and amplitude of the external harmonic excitation in a forced nonlinear oscillator. Comput. Struct. 120, 77–85 (2013). doi:10.1016/j.compstruc.2013.02.008 13. Daoulatli, M.: Rate of decay of solutions of the wave equation with arbitrary localized nonlinear damping. Nonlinear Anal. Theory Methods Appl. 73, 987–1003 (2010). doi:10.1016/j.na.2010.04.026 14. Avci, O.: Retrofitting steel joist supported footbridges for improved vibration response, In: Structures Congress 2012 – Proceedings of the 2012 Structures Congress 2012 2012. doi:10.1061/9780784412367.041 15. Avci, O.: Amplitude-dependent damping in vibration serviceability: case of a laboratory footbridge. J. Archit. Eng. 22, (2016). doi:10.1061/(ASCE)AE.1943-5568.0000211 16. Avci, O.: Modal parameter variations due to joist bottom chord extension installations on laboratory footbridges. J. Perform. Constr. Facil. 29, (2015). doi:10.1061/(ASCE)CF.1943-5509.0000635 17. Avci, O., Davis, B.: A study on effective mass of one way joist supported systems. In: Structures Congress 2015 – Proceedings of the 2015 Structures Congress (2015). doi:10.1061/9780784479117.073 18. Avci, O., Murray, T.M.: Effect of bottom chord extensions on the static flexural stiffness of open-web steel joists. J. Perform. Constr. Facil. 26, (2012). doi:10.1061/(ASCE)CF.1943-5509.0000262 19. Avci, O., Setareh, M., Murray, T.M.: Effects of bottom chord extensions on the static and dynamic performance of steel joist supported floors. In: Proceedings of the AEI 2008 Conference—AEI 2008 Building Integration Solutions (2008) 20. Avci, O., Setareh, M., Murray, T.M.: Vibration testing of joist supported footbridges. In: Structures Congress 2010 2010. doi:10.1061/41130(369)80 21. Barrett, A.R., Avci, O., Setareh, M., Murray, T.M.: Observations from vibration testing of in-situ structures. In: Proceedings of the Structures Congress Expo. (2006). doi:10.1061/40889(201)65 22. Avci, O.: Effects of bottom chord extensions on the static and dynamic performance of steel joist supported floors. Ph.D. Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA (2005)

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