[01]King, A. 1998. Earthquake Loads & Earthquake Resistant Design of Buildings. Porirua, N.Z.: Building Research Association of New Zealand (BRANZ).
[02]Vamvatsikos, D. and Cornell, C.A. 2002. Incremental Dynamic Analysis. Earthquake Engineering & Structural Dynamics, 3)31), 514-491.
[03]Vamvatsikos, D. and Fragiadakis, M. 2009. Incremental Dynamic Analysis for Estimating Seismic Performance Sensitivity and Uncertainty. Earthquake Engineering & Structural Dynamics, 2)39), 163-141.
[04]Mahdavi, N., Ahmadi, H. R. and Mahdavi, H. 2012. A comparative study on conventional push-over analysis method and IDA approach.Scientific research and essays, 7)7), February 2012.
[05]Vamvatsikos, D. and Cornell, C.A. 2004. Applied Incremental Dynamic Analysis. Earthquake Spectra, 2)20), 553-523.
[06]Lu, D.G. Song, P.Y. Cui, S.S. and Chen, Z.H. 2010. Vertical IDA for Assessing Progressive Collapse Resistance and Failure Modes of Structures. In: 4th International Workshop on Reliable Engineering Computing (REC 2010), Professional Activities Center, National University of Singapore: Research Publishing Services, 172-159.
[07]Mehanny, S. S. F., and Cordova, P.P. 2004. Development of a Two-Parameter Seismic Intensity Measure and Probabilistic Design Procedure. Journal of Engineering and Applied Science, 2)51), 252-233.
[08]Kurata, N. Kobori, T. Takahashi, M. Niwa, N. 1999. Actual Seismic Response Controlled Building with Semi-Active Damper System. Earthquake Engineering and Structural Dynamics. 28, 1447-1427.
[09]Nagarajaiah, S. and Narasimhan, S. 2006. Smart baseisolated benchmark building Part II: phase I sample controllers for linear isolation systems. Structural Control & Health Monitoring, 3‐2 (13) 589-604.
[10]Erkus, B. Johnson, E.A. 2006. Smart base-isolated benchmark building Part III: a sample controller for bilinear isolation. Structural Control & Health Monitoring, 3-2 (13)625-605 .
[11]Narasimhan, S. Nagarajaiah, S. Gavin, H.P. and Johnson, E.A. 2002. Benchmark Problem for Control of Base Isolated Buildings. In: 15th ASCE ngineering Mechanics Conference. Columbia University, New York, NY.
[12]Narasimhan, S. Nagarajaiah, S., Johnson, E.A. and Gavin, H.P. 2006. Smart base-isolated benchmark building Part I: problem definition. Structural Control & Health Monitoring, 3‐2)13). 588-573.
[13]Ohtori, R. Christenson, R.E. Spencer, B.F. Dyke, S.J. 2004. Benchmark control problems for seismically excited nonlinear Buildings. Journal of Engineering Mechanics. 130 (4). 385-366.
[14]Spencer, B.F. Christenson, R.E. and Dyke, S.J. 1999. Next Generation Benchmark Control Problem for Seismically Excited Buildings. Available at: https://pdfs. semanticscholar.org/5750/aea16f4763101840992b5b5748 58667ee0bc.pdf [Accessed 20.04.2018].
[15]Johnson, E.A and Christenson, R.E. 2017. Structural Control: Benchmark Comparisons. Available at: http:// sstl.cee.illinois.edu/benchmarks/ [last updated: 17/5/7] [Accessed 20.04.2018].
[16]Lynch, J.P. Law, K.H. 2000. A Market-Based Control Solution for Semi-Active Structural Control. In: Computing in Civil and Building Engineering: Proceedings of the Eighth International Conference. Stanford, CA: Reston, Va: American Society of Civil Engineers.
[18]Wong, K.K.F. Wang, Y. 2002. Seismic Energy Dissipation in Structures Using Active Control. In: Structural Stability and Dynamics - The Second International Conference. Singapore, 16 – 18 December 2002. Pages 855-850.
[19]Wong, K.K.F. 2005. Structural Control Energy Efficiency Based on Elastic Displacement. In: IUTAM Symposium on Vibration Control of Nonlinear Mechanisms and Structures. Dordrecht: Springer, 374-365.
[20]Wong, K.K.F. Yang, R. 2003. Predictive instantaneous optimal control of inelastic structures during earthquakes. Earthquake Engineering and Structural Dynamics, 32, .9712–5912
[21]Wong, K.K.F. Hart, G.C. 1997. Active Control of Inelastic Structural Response during Earthquake. The Structural Design of Tall Buildings, 2)6), 149–125.
[22]Wong, K.K.F. Johnson, J. 2009. Seismic Energy Dissipation of Inelastic Structures with Multiple Tuned Mass Dampers. Journal of Engineering Mechanics,135, 275-265.
[23]Wong, K.K.F. Harris, J.L. 2013. Seismic Fragility and Cost Analyses of Actively Controlled Structures. The Structural Design of Tall and Special Buildings, 7)22), 583-569.
[24]Bahar, H. Bahar, A. 2018. A force analogy method (FAM) assessment on different static condensation procedures for frames with full Rayleigh damping. The structural Design of Tall and Special Buildings, [online] 9)27), 14, Available at: https://onlinelibrary.wiley.com/doi/10.1002/tal.1468. [Accessed 19.05.2018].
[25]Vejdani-Noghreiyan, H.R. Shooshtari, A. 2008. Comparison of Exact IDA and Approximate MPA-Based IDA for Reinforced Concrete Frames. In: The 14th World Conference on Earthquake Engineering. Beijing, China.
[27]Soong, T.T. Spencer, B.F.Jr., 2000. Active, SemiActive and Hybrid Control of Structures. In: 12th World Conference on Earthquake Engineering. Auckland: Upper Hutt, N.Z.: New Zealand Society for Earthquake Engineering.
[28]Hart, G.C. and Wong, K.K.F. 2000. Structural Dynamics for Structural Engineers, New York: John Wiley & Sons, Inc.
[29]Li, G. and Wong, K.K.F. 2014. Theory of Nonlinear Structural Analysis - The Force Analogy Method for Earthquake Engineering. Singapore: John Wiley & Sons, Pte. Ltd.
[30]Li, G. Qifeng, L. Hongnan, L. 2011. Inelastic Structural Control Based on MBC and FAM. Mathematical Problems in Engineering. Volume 2011, Article ID 460731, Hindawi Publishing Corporation, 18 pages.
[31]Casciati, F. Magonette, G. Marazzi, F. 2006. Technology of Semiactive Devices and Applications in Vibration Mitigation. Chichester, West Sussex: John Wiley & Sons, Ltd.
[32]Chopra, A.K. 2012. Dynamics of Structures, Theory and Application to Earthquake Engineering (4th Edition). Prentice Hall.
[33]Wong, K.K.F. and Yang, R. 1999. Inelastic Dynamic Response of Structures using Force Analogy Method. Journal of Engineering Mechanics, 125, 1199-1190.
[34]S. Mazzoni, F. McKenna, M. H. Scott, G. L. Fenves. (2007) OpenSees Command Language Manual, open system for earthquake engineering simulation (OpenSEES). Available at: http://opensees.berkeley.edu/OpenSees/ manuals/usermanual. [Accessed 20.04.2018]
[35]MATLAB, MathWorks Inc., Natick, Ma, USA
[36]Vamvatsikos, D. and Cornell, C.A., 2004. Investigating the Influence of Elastic Spectral Shape on the Limit-State Capacities of a 9-Story Building through IDA. In: 13th World Conference on Earthquake Engineering. Vancouver, B.C., Canada, Paper No. 1463.
[37]Vamvatsikos, D. Jalayer, F. and Cornell, C.A. 2003. Application of IDA to an RC-Structure. Available at: https://www.researchgate.net/profile/F_Jalayer2/ publication/228578842_Application_of_Incremental_ D y n am i c _ A n a ly s i s _ to _ an _ RC - _ St r u c tu re / links/541046ac0cf2d8daaad33395.pdf [Accessed 20.04.2018.]