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vp

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اینجا کلیک کنید

vp

-1106498-111249

kkt — Ya(——) vp
= k Ma(-—)

T Yß(T)
Westermo, B., and Udvadia, F., “Periodic Response of a Sliding Oscilator System to Harmonic

Excitation,0 Earthquake Engineering and Structural
Dynamics”, vol. 11, pp. 135-146, 1983.

Mostaghel, N., Hejazi, M., and Tankabuchi, J.,

“Response of Sliding Structures to harmonic Support Motion,” Earthquake Engineering and
Structural Dynamics”, Vol. 11, pp. 355-366, 1983.

Mostaghel, N., and Takabuchi, J., “Response of Sliding Structure to Earthquake Support Motion,”
3081735475330

Earthquake Engineering and Structural Dynamics”, vol. 11, pp. 729-248, 1893.
Yong, Y-B., Lee, T.-Y., and Tsai, l.c., “Response of Multidegree of Freedom Structures with Sliding Supports,” Earthquake Engineering and Structural Dynamics”, vol. 19, pp. 739-752, 1990.
Lee, D. M., “Base Isolation for Torsion Reduction in

Asymmetric Structures under Earthquake Loading/ Earthquake Engineering and Structural Dynamicst,

vol. 8, pp. 349-359, 1980.

Kan, C. 1., and Chopra, A K., “Linear and Nonlinear Earthquake Responses of Simple Torsionally

Coupled Systems,” Report No. UCBEERC – 79 /03,
Earthquake Engineering Research Center, University of California, California, Feb. 1979.
3069542382301

Clough, R. W., and Penzien, J., Dynamics of Structures, McGraw-Hill, New York, 1975.


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