Chae, J. Y., Park, S. K., & Heo, B. W. (2016). Comparison of the Vibration and Acoustic Characteristics of Floor Structural System for Multi-Family Housing. Journal of The Korean Society of Living Environmental System, 23(4), 527–535.
Gonçalves, M. S., Pavic, A., & Pimentel, R. L. (2020). Vibration serviceability assessment of office floors for realistic walking and floor layout scenarios: Literature review. Advances in Structural Engineering, 23(6), 1238–1255.
Nguyen, T., Gad, E., Wilson, J., & Haritos, N. (2014). Mitigating footfall-induced vibration in long-span floors. Australian Journal of Structural Engineering, 15(1), 97–109.
Nguyen, T., Saidi, I., Gad, E., Wilson, J., & Haritos, N. (2012). Performance of Distributed Multiple Viscoelastic Tuned Mass Dampers for Floor Vibration Applications. Advances in Structural Engineering, 15(3), 547–562.
Smith, A., Hick, S., & Devine, P. (2009). Design of Floors for Vibration: A New Approach – SCI Publication P354. Ascot: The Steel Construction Institute.
Murray, T. M., Allen, D., Ungar, E. E., & Davis, D. B. (2016). Design Guide 11: Vibrations of steel-framed structural systems due to human activity. Chicago: American Institute of Steel Construction AISC.
Zivanovic, S., & Pavic, A. (2009). Probabilistic Modeling of Walking Excitation for Building Floors. Journal of Performance of Constructed Facilities, 23, 132–143.
European Commission. (2006). Generalisation of criteria for floor vibrations for industrial, office, residential and public building and gymnastic halls, RFCS Report EUR 21972 EN (E. Commission, Ed.).
Kasperski, M., & Sahnaci, C. (2007). Serviceability of pedestrian structures. Proceedings of the International Modal Analysis Conference (IMAC XXV), Orlando, USA.
Toso, M. A., Gomes, H. M., da Silva, F. T., & Pimentel, R. L. (2016). Experimentally fitted biodynamic models for pedestrian-structure interaction in walking situations. Mechanical Systems and Signal Processing, 72, 590–606.
Brownjohn, J., Pavic, A., & Omenzetter, P. (2004). A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking. Canadian Journal of Civil Engineering, 31(1), 65–77.
Racic, V., & Brownjohn, J. M. W. (2011). Stochastic model of near-periodic vertical loads due to humans walking. Advanced Engineering Informatics, 25(2), 259–275.
Hudson, E. J., & Reynolds, P. (2014). Implications of structural design on the effectiveness of active vibration control of floor structures. Structural Control and Health Monitoring, 21(5), 685–704.
Chen, J., Wang, J., & Brownjohn, J. M. (2019). Power spectral-density model for pedestrian walking load. Journal of Structural Engineering, 145(2), 04018239.
Wei, X., Van den Broeck, P., De Roeck, G., & Van Nimmen, K. (2017). A simplified method to account for the effect of human-human interaction on the pedestrian-induced vibrations of footbridges. Procedia engineering, 199, 2907–2912.
Shahabpoor, E., Pavic, A., Racic, V., & Zivanovic, S. (2017). Effect of group walking traffic on dynamic properties of pedestrian structures. Journal of Sound and Vibration, 387, 207–225.
Bassoli, E., Van Nimmen, K., Vincenzi, L., & Van den Broeck, P. (2018). A spectral load model for pedestrian excitation including vertical human-structure interaction. Engineering structures, 156, 537–547.
Zivanovic, S., Pavic, A., & Reynolds, P. (2005). Vibration serviceability of footbridges under human-induced excitation: a literature review. Journal of Sound and Vibration, 279(1–2), 1–74.
Ebrahimpour, A., Hamam, A., Sack, R., & Patten, W. (1996). Measuring and modeling dynamic loads imposed by moving crowds. Journal of Structural Engineering-Asce, 122(12), 1468–1474.
Pan, T. C., XUTING, Y., & CHEE, L. L. I. M. (2008). Evaluation of Floor Vibration in a Biotechnology Laboratory Caused by Human Walking. Journal of Performance of Constructed Facilities, 22(3), 122–130.