Priestley, MJN. (1993). Myths and fallacies in earthquake engineering- Conflicts between design and reality. Bulletin of NZSEE, 26(3): 329-341.
 Leelataviwat, S. Goel, SC and Stojadinovic, B. (1999). Toward performance-based seismic design of structures. Earthquake Spectra, 15(3): 435–461.
 Pettinga, JD. and Priestley, MN. (2005). Dynamic behaviour of reinforced concrete frames designed with direct displacement-based design. Journal of Earthquake Engineering, 9(2): 309-330.
 Sullivan, TJ. Priestley, MJN. and Calvi, GM. (2005). Development of an innovative seismic design procedure for frame-wall structures. Journal of Earthquake Engineering, 9: 279–307.
 Sullivan, TJ. Priestley, MJN and Calvi, GM. (2006). Direct displacement based design of frame-wall structures. Journal of Earthquake Engineering, 10:91–124
 Kowalsky, MJ. (2002). A displacement-based approach for the seismic design of continuous concrete bridges. Earthquake Engineering and Structural Dynamics, 31:719–747.
 Macedo, L. and Castro, J. (2012). Direct displacement-based seismic design of steel moment frames. In Proceedings of 15th World Conference on Earthquake Engineering. Lisbon, Portugal: 59-66.
 Della Corte, G and Mazzolani FM. (2008). Theoretical developments and numerical verification of a displacement based design procedure for steel braced structures. In 14th World Conference on Earthquake Engineering, Beijing, China.
 Della Corte, G. Landolfo, R and Mazzolani, F. (2010). Displacement-based seismic design of braced steel structures, Steel Construction. Steel Construction, 3(3):134–139.
 Sullivan, TJ. (2013). Direct displacement-based seismic design of steel eccentrically braced frame structures. Bulletin of Earthquake Engineering, 11(6): 2197-2231.
 Kim, J. and Choi, H. (2006). Displacement-based design of supplemental dampers for seismic retrofit of a framed structure. Journal of Structural Engineering, 132(6): 873-883.
 Lin, YY. Chang KC. and Chen CY. (2008). Direct displacement-based design for seismic retrofit of existing buildings using nonlinear viscous dampers. Bulletin of Earthquake Engineering, 6(3):535–552.
 Cardone, D. Dolce, M. and Palermo, G. (2008). Force-based vs. direct displacement-based design of buildings with seismic isolation. In 14th World Conference on Earthquake Engineering. Beijing, China: 12-17.
 Cardone, D. Palermo, G. and Dolce, M. (2010). Direct displacement-based design of buildings with different seismic isolation systems. Journal of Earthquake Engineering, 14(2): 163-191.
 Cardone, D. Dolce, M. and Palermo, G. (2009). Direct displacement-based design of seismically isolated bridges. Bulletin of Earthquake Engineering, 7(2): 391-410.
 Lin, YY. Tsai, MH. Hwang, JS. and Chang, KC. (2003). Direct displacement-based design for building with passive energy dissipation systems. Engineering Structures, 25(1): 25-37.
 Sullivan, TJ. and Lago, A. (2012). Toward a simplified direct DBD procedure for the seismic design of moment resisting frames with viscous dampers. Engineering Structures, 35:140-148.
 Hwang, J. S. Lin, W. C. and Wu, N. J. (2010). Comparison of distribution methods for viscous damping coefficients to buildings. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, 9(1): 28-41
 Landi, L. Conti, F. and Diotallevi, P. P. (2015). Comparison of different methods for viscous damper placement in existing frame buildings.Implementing Innovative Ideas in Structural Engineering and Project Management.
 Lavan, O. and Amir, O. (2014). Simultaneous topology and sizing optimization of viscous dampers in seismic retrofitting of 3D irregular frame structures. Earthquakes Engineering Structures, 1325-1342
 Whittle, J. K. Williams, M. S. Karavasilis, T. L. and Blakeborough, A. (2012). A comparison of viscous damper placement methods for improving seismic building design. Journal of Earthquack Engineering, 16(4): 540–560.
 Shanshan, W. (2017). Enhancing seismic performance of tall building by optimal design of supplemental energy-dissipation devices. Degree of doctor of philosophy. University of California, Berkeley.
 Felipe, S. (2017). Viscous damper optimization in multi storey building structures. Degree of Master of Science in engineering. University of Santiago de Chile
 Lin, T.K. Hwang, J. S. and Chen, K.H. (2017). Optimal distribution of damping coefficients for viscous dampers in buildings. International Journal of Structural Stability and Dynamics, 17(4): 1750054.
 Puthanpurayil, A.M. Edmonds, A.J. Jury, R.D. and Sharpe, R.D. (2017). Simplified vs. optimal techniques for viscous damper design: some preliminary observations. In NZSEE Conference. Wellington
 Seleemah, A.A and Constantinou, M.C. (1997). Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers. Buffalo, NCEER-97-0004, 302 Pages. <http://mceer.buffalo.edu/publications/catalog/reports/>.
 Ras, A. and Boumechra, N. (2016). Seismic energy dissipation study of linear fluid viscous dampers in steel structure design. Alexandria Engineering Journal, 55: 2821-2832.
 Goldberg, D.E. (1989). Genetic algorithms in search, optimization and machin learing. Addison-Wesley Publishing CO., Inc. Reading, Mass.
 Baker, J.E. (1987). Reducing bias and inefficiency in the selection algorithm. In proceedings of the International Conference on Genetic Algorithms, 2:14-21
 Starkweather, T. Whitley, D. and Mathias. K. (1990). Optimization using distributed genetic algorithms. Springer-Verlag Notes in Computer Science, 496: 85-176
 Jenkins, W.M. (2002). A decimal-coded evolutionary algorithm for constrained optimization. Computer and Structure,79:1625-1634.
 Opensees: Open system for earthquake engineering simulation. Version 2.4.5. (2013). Berkeley: Pacific earthquake engineering centre, University of California. http://opensees.berkeley.edu/.