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Sensitivity analysis of the dynamic response of a frame. Part II: Harmonic and seismic excitations

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[1] Adhikari S., Structural Dynamic Analysis with Generalized Damping Models. Identification, ISTE/John Wiley & Sons, London/New York 2014.10.1002/9781118862971Search in Google Scholar

[2] Bathe K.-J., Finite Element Procedures, Prentice Hall, New Jersey 1998.Search in Google Scholar

[3] Caughey T.K., O’Kelly M.E.J., Classical normal modes in damped linear dynamic systems, Transactions of ASME, Journal of Applied Mechanics, 32:583–588, 1965.10.1115/1.3627262Search in Google Scholar

[4] CESMD, https://strongmotioncenter.org/, 2018.Search in Google Scholar

[5] Choi K.K., Kim N.H., Structural Sensitivity Analysis and Optimization. Linear Systems, Mechanical Engineering Series, Springer, New York 2005.Search in Google Scholar

[6] Choi K.K., Kim N.H., Ling F.F., Structural Sensitivity Analysis and Optimization. Nonlinear Systems and Applications, Mechanical Engineering Series, Springer, New York 2005.Search in Google Scholar

[7] Dąbrowska O., Ciurej H., Sensitivity analysis of a dynamic responce of a frame, Part I: Direct Differentiation Method, Technical Transactions, Vol. 6/2019.10.4467/2353737XCT.19.065.10618Search in Google Scholar

[8] Hart G.C., Wong K., Structural Dynamics for Structural Engineers, John Wiley & Sons, New York 2000.Search in Google Scholar

[9] Haug E.J., Arora J.S., Applied Optimal Design, John Wiley & Sons, New York 1979.Search in Google Scholar

[10] Kleiber M., Parameter Sensitivity in Nonlinear Mechanics, Wiley, New York 1997.Search in Google Scholar

[11] Lewandowski R., Redukcja drgań konstrukcji budowlanych, PWN, 2014 (in Polish).Search in Google Scholar

[12] Udwadia F.E., Trifunac M.D., Comparison of earthquake and microtremor ground motions in El Centro, Bulletin of the Seismological Society of America, 63(4):1227–1253, 1973.10.1785/BSSA0630041227Search in Google Scholar