[Barszcz, T., Marzena B., Andrzej B., Mateusz W., 2012. Wind speed modeling using Weierstrass function fitted by a genetic algorithm. Journal of Wind Engineering and Industrial Aerodynamics, 109, pp. 68-78.10.1016/j.jweia.2012.06.007]Search in Google Scholar
[Blaga, F., Alexa P., 2016. Statics and kinematics in structural dynamic response to wind action. SDSS 2016, pp. 59-65.]Search in Google Scholar
[Chen, X., Ahsan K., 2005. Evaluation of equivalent static wind loads on buildings. Proc., 10th int. conf. on wind eng.(CD-Rom).10.1061/(ASCE)0733-9445(2004)130:10(1425)]Search in Google Scholar
[Chopra, A. K., 2007. Dynamics of Structures, 3rd Edition.Prentice Hall International.]Search in Google Scholar
[CR0, 2012. Design Code. Basis of structural design (in Romanian).]Search in Google Scholar
[CR 1-1-4, 2012. Design code. Assessment of wind action on structures (in Romanian).]Search in Google Scholar
[Davenport, A. G., 1967. Gust loading factors. Journal of the Structural Division, 93(3), pp. 11-34.10.1061/JSDEAG.0001692]Search in Google Scholar
[Davenport, A. G., 1995. How can we simplify and generalize wind loads. J. Wind Eng. Ind. Aerodyn., 58, pp. 139-141.10.1016/0167-6105(95)00019-N]Search in Google Scholar
[EN 1991-1-4, 2005. Eurocode 1: Actions on structures-Part 1-4: General actions, Wind actions”. CEN, Brussels.]Search in Google Scholar
[Holmes, J. D., 2002. Effective static load distributions in wind engineering. J. Wind Eng. Ind. Aerodyn., 90, pp. 91-109.10.1016/S0167-6105(01)00164-7]Search in Google Scholar
[Holmes, J. D., 2012. Modern techniques for effective wind load distributions on large roofs. ACEM’, 12.]Search in Google Scholar
[Holmes, J.D., 2015. Wind Loading of Structures. Third Edition. CRC Press.]Search in Google Scholar
[Kasperski, M., 1992. Extreme wind load distributions for linear and nonlinear design. Eng. Struc., 14 (1), pp. 27-34.10.1016/0141-0296(92)90005-B]Search in Google Scholar
[Ladar, I., 2013. Seismic response of steel multi-story structures. An energy approach. PhD Thesis, Technical University of Cluj – Napoca, (in Romanian).]Search in Google Scholar
[Piccardo, G., Solari G., 2000. 3-D wind-excited response of slender structures: Closed form solution. ASCE, 126, pp. 936-943.10.1061/(ASCE)0733-9445(2000)126:8(936)]Search in Google Scholar
[Piccardo, G., Solari G., 2002. 3-D gust effect factor for slender vertical structures, Prob. Eng. Mech., 17, pp. 143-155.10.1016/S0266-8920(01)00034-0]Search in Google Scholar
[Puthanpurayil, A., Rajesh P. D., Athol J. C., 2011. Modelling of In-Structure Damping: A Review of the State-of-the-art. Proc. Ninth Pacific Conf. Earthquake Engineering, [Online]. Paper, no. 091.]Search in Google Scholar
[Simiu, E., 1976. Equivalent static wind loads for tall buildings design. Journal of the Structural Division, 102(4), pp. 719-737.10.1061/JSDEAG.0004313]Search in Google Scholar
[Simiu, E., Scanlan H.R., 1996. Wind effects on structures. Fundamentals and Applications to Design, 3rd Edition. John Wiley & Sons.]Search in Google Scholar
[Solari, G., 1982. Alongwind response estimation: closed form solution. Journal of the Structural Division, 108(1), pp. 225-244.10.1061/JSDEAG.0005861]Search in Google Scholar
[Tamura, Y., Katsumura A., 2012. Universal equivalent static wind load for structures. The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BNAA7), pp. 2-6.]Search in Google Scholar
[Uang, C. M., Bertero V. V., 1990. Evaluation of seismic energy in structures. Earthquake Engineering and Structural Dynamics, 19(1), pp. 77–90.10.1002/eqe.4290190108]Search in Google Scholar
[Wilson, E. L., 2002. Three - Dimensional Static and Dynamic Analysis of Structures. A Physical Approach With Emphasis on Earthquake Engineering. Computers and Structures, Inc. Berkeley, California, USA Third Edition Reprint.]Search in Google Scholar