Issue 59
J. W. S. Brito et alii, Frattura ed Integrità Strutturale, 59 (2022) 326-343; DOI: 10.3221/IGF-ESIS.59.22
[7] Lei, Z., Gao, S., Gupta, S., Cheng, J., Yang, G. (2020). An aggregative learning gravitational search algorithm with self- adaptive gravitational constants, Expert Syst. Appl., 152, pp. 113396, DOI: 10.1016/j.eswa.2020.113396. [8] Yang, X.S. (2009). Harmony search as a metaheuristic algorithm, Stud. Comput. Intell., 191, pp. 1–14, DOI: 10.1007/978-3-642-00185-7_1. [9] Marini, F., Walczak, B. (2015). Particle swarm optimization (PSO). A tutorial, Chemom. Intell. Lab. Syst., 149, pp. 153– 165, DOI: 10.1016/j.chemolab.2015.08.020. [10] Dorigo, M., Birattari, M., Stutzle, T. (2006). Ant colony optimization, IEEE Comput. Intell. Mag., 1(4), pp. 28–39, DOI: 10.1109/MCI.2006.329691. [11] Mirjalili, S., Lewis, A. (2016). The Whale Optimization Algorithm, Adv. Eng. Softw., 95, pp. 51–67, DOI: 10.1016/j.advengsoft.2016.01.008. [12] Longarini, N., Cabras, L., Zucca, M., Chapain, S., Aly, A.M. (2017). Structural Improvements for Tall Buildings under Wind Loads: Comparative Study, Shock Vib., DOI: 10.1155/2017/2031248. [13] Saaed, T.E., Nikolakopoulos, G., Jonasson, J.E., Hedlund, H. (2015). A state-of-the-art review of structural control systems, JVC/Journal Vib. Control, 21(5), pp. 919–937, DOI: 10.1177/1077546313478294. [14] Symans, M.D., Constantinou, M.C. (1999). Semi-active control systems for seismic protection of structures: A state-of- the-art review, Eng. Struct., 21(6), pp. 469–487, DOI: 10.1016/S0141-0296(97)00225-3. [15] Varela, W.D., Battista, R.C. (2011). Control of vibrations induced by people walking on large span composite floor decks, Eng. Struct., 33(9), pp. 2485–1494, DOI: 10.1016/j.engstruct.2011.04.021. [16] Rossato, B.B., Miguel, L.F.F. (2019). Optimization of parameters of tuned mass dampers for use in tall buildings subjected to the wind action, XL CILAMCE Ibero-Latin Am. Congr. Comput. Methods Eng., pp. 12. [17] Liu, Y., Wang, K., Mercan, O., Chen, H., Tan, P. (2020). Experimental and numerical studies on the optimal design of tuned mass dampers for vibration control of high-rise structures, Eng. Struct., 211, pp. 110486, DOI: 10.1016/j.engstruct.2020.110486. [18] Den Hartog, J.P. (1956). Mechanical Vibrations, New York: McGraw-Hill. [19] Warburton, G.B. (1982). Optimum absorber parameters for various combinations of response and excitation parameters, Earthq. Eng. Struct. Dyn., 10(3), pp. 381–401, DOI: 10.1002/eqe.4290100304. [20] ABNT. (2014). ABNT NBR 6118:2014 - Projeto de estruturas de concreto, Proj. Estruturas Concreto, Procedimento. Norma Bras., pp. 238. [21] Associação Brasileira de Normas Técnicas. (1988). Forças devidas ao vento em edificações: NBR 6123, Rio de Janeiro. [22] Shinozuka, M., Jan, C.M. (1972). Digital simulation of random processes and its applications, J. Sound Vib., 25(1), pp. 111–128, DOI: 10.1016/0022-460X(72)90600-1. [23] Blessmann, J. (2013). O Vento na Engenharia Estrutural, Porto Alegre: Editora UFRGS. [24] Miguel, L.F.F., Fadel Miguel, L.F., Riera, J.D., Kaminski, J., Ramos de Menezes, R.C. (2012). Assessment of code recommendations through simulation of EPS wind loads along a segment of a transmission line, Eng. Struct., 43, pp. 1–11, DOI: 10.1016/j.engstruct.2012.05.004. [25] Brandão, F. da S., Miguel, L.F.F. (2020). Vibration control in buildings under seismic excitation using optimized tuned mass dampers, Frat. Ed Integrita Strutt., 14(54), pp. 66–87, DOI: 10.3221/IGF-ESIS.54.05. [26] American Society od Civil Engineers. (2010). Minimum Design Loads for Buildings and Other Structures: ASCE/SEI 7-10, Reston, Virginia.
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