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TECHNICAL BRIEFS

New Method for Solution of Response of Nonlinear Hysteretic System

[+] Author and Article Information
J. L. Liu

Department of Civil Engineering, Shantou University, Shantou, 515063, People’s Republic of China

J. Vib. Acoust 124(4), 653-656 (Sep 20, 2002) (4 pages) doi:10.1115/1.1502667 History: Received September 01, 2001; Revised April 01, 2002; Online September 20, 2002
Copyright © 2002 by ASME
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References

Nigam,  N. C., and Jennings,  P. C., 1969, “Calculation of Response Spectra From Strong-Motion Earthquake Records,” Bull. Seismol. Soc. Am., 59, pp. 909–922.
Wilson, E. L., and Dovey, H. M., 1972, “Three-Dimensional Analyses of Building Systems-TABS,” EERC Report No. 72/08, Earthquake Engineering Research Center, University of California at Berkeley, CA.
Ly,  B. L., 1984, “A Computation Technique for the Response of Linear Systems,” J. Sound Vib., 95, pp. 435–438.
Clough, R. W., and Penzien, J., 1993, Dynamics of Structures, Second edition, McGraw-Hill, New York, NY.
Liu,  J. L., 2001, “Solution of Dynamic Response of SDOF System Using Piecewise Lagrange Polynomial,” Int. J. Earthquake and Struct. Dyn., 30(4), pp. 612–619.
Liu,  J. L., 2002, “Solution of Dynamic Response of Framed Structure Using Piecewise Birkhoff Polynomial,” J. Sound Vib., 251(5), pp. 847–857.
Geschwindner,  L. F., 1981, “Nonlinear Dynamic Analysis by Modal Superposition,” J. Struct. Div. ASCE, 107(12), pp. 2325–2336.
Khudada,  A. E., and Geschwindner,  L. F. , 1997, “Nonlinear Dynamic Analysis of Frames by Modal Superposition,” J. Struct. Engrg., ASCE, 123(11), pp. 1519–1527.
Wong Kevin,  K. F., and Yang,  Rong, 1999, “Inclastic Dynamic Response of Structures Using Force Analogy Method,” J. Eng. Mech., 125(10), pp. 1190–1199.

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Grahic Jump Location
Force-displacement relationship

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