[1] Jiansinlapadamrong, C., Park, K., Hooper, J., & Chao, S. H. (2019). Seismic design and performance evaluation of long-span special truss moment frames. Journal of Structural Engineering, 145(7), 04019053.
[2] Kumar, R., & Sahoo, D. R. (2020). Seismic performance of high‐rise special truss moment frames with multiple Vierendeel ductile segments and high panel aspect ratios. The Structural Design of Tall and Special Buildings, 29(18), e1810.
[3] Kumar, R., Sahoo, D. R., & Gupta, A. (2020). Quantification of Seismic Performance Factors for Ductile Vierendeel Steel Truss Moment Frames. Journal of Earthquake Engineering, 1-22.
[4] Mousavi, S., Keramat, A., & Shekasteband, B. (2019). Investigation of the Effect of Geometric Parameters on Behavior of Special Truss Moment Frames. Int. Res. J. Eng. Technol, 6(7), 1566-1573.
[5] Abdollahzadeh, G., Sazjini, M., & Asghari, A. (2015). Seismic fragility assessment of Special Truss Moment Frames (STMF) using the capacity spectrum method. Civil engineering infrastructures journal, 48(1), 1-8.
[6] Chao, S. H., & Goel, S. C. (2008). Performance-based plastic design of special truss moment frames. Engineering journal, 45(2), 127.
[7] Chao, S. H., Jiansinlapadamrong, C., Simasathien, S., & Okazaki, T. (2020). Full-scale testing and design of special truss moment frames for high-seismic areas. Journal of Structural Engineering, 146(3), 04019229.
[8] AISC, (2016). Seismic provisions for structural steel buildings\. ANSI/AISC 341-16, American Institute of Steel Construction, Chicago, Illinois.
[9] Haftka, R. T., & Gürdal, Z. (2012). Elements of structural optimization (Vol. 11). Springer Science & Business Media.
[10] Wang, Y., Wang, Z., Xia, Z., & Poh, L. H. (2018). Structural design optimization using isogeometric analysis: a comprehensive review. Computer Modeling in Engineering & Sciences, 117(3), 455-507.
[11] Akbari, J., & Ayubirad, M. S. (2017). Seismic optimum design of steel structures using gradient-based and genetic algorithm methods. International Journal of Civil Engineering, 15(2), 135-148.
[12] Kramer, O. (2017). Genetic algorithm essentials (Vol. 679). Springer.
[13] Shuzhi, M., Du Chunjiang, M. F., & Yu, Z. (2009). Topology Optimization of a Continuum Structure Using Multi-Island Genetic Algorithm (MIGA)[J]. Mechanical Science and Technology for Aerospace Engineering, 10.
[14] Nandy, A., Chakraborty, D., & Shah, M. S. (2019). Optimal sensors/actuators placement in smart structure using island model parallel genetic algorithm. International Journal of Computational Methods, 16(06), 1840018.
[15] Maroofi E,KalatJari VR.(2019). Seismic Performance Improvement of Truss Moment Frames Using Genetic Algorithm. 6th National Conference on Applied Research in Civil Engineering, Architecture and Urban Management and the 5th Specialized Exhibition of Housing and Building Mass Builders in Tehran Province.
[16] CSI (2010). Analysis Reference Manual for Sap2000. Berkeley-California, USA.
[17] OpenSees(2013).Open System for Earthquake Engineering Simulation, version 2.4.5, Pacific Earthquake Engineering Research Center: University of California, Berkeley, from: http:// opensees.berkeley.edu/ .
[18] Iranian National Building Code (Design Loads for Buildings - Division 6), (2014).Tehran, Iran.
[19] Moustafa, A. and Takewaki, I. (2010), Deterministic and probabilistic representation of near-field pulse-like ground motion, Soil Dynamics and Earthquake Engineering, 30, 412-422.
[20] Bray, J.D. and Rodriguez-Marek, A.(2004), Characterization of forward-directivity ground motions in the near-fault region\, Soil Dynamics and Earthquake Engineering, 24, 815–828.
[21] Burks, L.S. and Baker, J.W., (2016). A predictive model for fling-step in near-fault ground motions based on recordings and simulations. Soil Dynamics and Earthquake Engineering, 80, 119-126.
[22] Chen, X., Wang, D., & Zhang, R. (2019). Identification of Pulse Periods in Near‐Fault Ground Motions Using the HHT Method. Bulletin of the Seismological Society of America, 109(6), 2384-2398.
[23] Qiu, D., Chen, J., & Xu, Q. (2019). 3-D numerical analysis on seismic responses of the underground large scale frame structure under near-fault ground motions. Tunnelling and Underground Space Technology, 91, 103020.
[24] PEER Ground Motion Database, http://peer.berkeley.edu/.
[25] The Math Works,Inc. (2020).MATLAB (version2013a).