306
7 Forced Vibration Analysis of Multiple Degrees of Freedom System
7.13 Find the steady-state response of the system shown in the figure.
Prob. 7.13
7.14 For the Prob. 7.3, determine the base shear by using spectral diagrams of
Fig. 3.35. Assume 2% critical damping.
References
1. R.R. Craig, Jr, Structural Dynamics, John Wiley & Sons, 1981.
2. R.W. Clough and J. Penzien, Dynamics of Structures, 2nd Edition McGraw Hill, New York,
1993.
3. A.K. Chopra, Dynamics of Structures, Practice-Hall of India, New Delhi, 1995.
4. L. Meirovitch, Elements of Vibration Analysis, McGraw Hill, New York, 1975.
5. G.L. Rogers, Dynamics of Framed Structures, John Wiley, 1959.
6. J.H. Biggs, Introduction to Structural Dynamics, McGraw-Hill, New York, 1964.
7. D.G. Fertis, Dynamics and Vibrations of Structures, John Wiley and Sons, New York, 1973.
8. K.J. Bathe, Finite Element Procedures in Engineering Analysis, Prentice Hall of India Ltd.,
1996.
7 Forced Vibration Analysis of Multiple Degrees of Freedom System
7.13 Find the steady-state response of the system shown in the figure.
Prob. 7.13
7.14 For the Prob. 7.3, determine the base shear by using spectral diagrams of
Fig. 3.35. Assume 2% critical damping.
References
1. R.R. Craig, Jr, Structural Dynamics, John Wiley & Sons, 1981.
2. R.W. Clough and J. Penzien, Dynamics of Structures, 2nd Edition McGraw Hill, New York,
1993.
3. A.K. Chopra, Dynamics of Structures, Practice-Hall of India, New Delhi, 1995.
4. L. Meirovitch, Elements of Vibration Analysis, McGraw Hill, New York, 1975.
5. G.L. Rogers, Dynamics of Framed Structures, John Wiley, 1959.
6. J.H. Biggs, Introduction to Structural Dynamics, McGraw-Hill, New York, 1964.
7. D.G. Fertis, Dynamics and Vibrations of Structures, John Wiley and Sons, New York, 1973.
8. K.J. Bathe, Finite Element Procedures in Engineering Analysis, Prentice Hall of India Ltd.,
1996.