154
4 Numerical Methods in Structural Dynamics …
Fig. 4.11
4.12 A SDF system has the following properties: m = 4.5 Kg s
2 /mm, k = 1800
N/mm, T = 1 s and ζ = 0.05. Determine the response x(t) of the system due
to F(t) defined by half-cycle sine pulse of Fig. No. 4.12.
Fig. 4.12
References
1. JM Biggs 1961 Introduction to Structural Dynamics McGraw-Hill Book Inc. New York
2. KJ Bathe 1986 Finite Element Procedures in Engineering Analysis Prentice-Hall New Jersey
3. JL Humar 1990 Dynamics of Structures Prentice-Hall New Jersey
4. NH Newmark 1959 A method of computation of structural dynamics Journal of Engineering
Mechanics Division, ASCE 88 67 94
5. RW Clough J Penzien 1993 Dynamics of Structures 2 McGraw-Hill Books Inc. New York
6. AK Chopra 1996 Dynamics of structures Prentice-Hall New Delhi
4 Numerical Methods in Structural Dynamics …
Fig. 4.11
4.12 A SDF system has the following properties: m = 4.5 Kg s
2 /mm, k = 1800
N/mm, T = 1 s and ζ = 0.05. Determine the response x(t) of the system due
to F(t) defined by half-cycle sine pulse of Fig. No. 4.12.
Fig. 4.12
References
1. JM Biggs 1961 Introduction to Structural Dynamics McGraw-Hill Book Inc. New York
2. KJ Bathe 1986 Finite Element Procedures in Engineering Analysis Prentice-Hall New Jersey
3. JL Humar 1990 Dynamics of Structures Prentice-Hall New Jersey
4. NH Newmark 1959 A method of computation of structural dynamics Journal of Engineering
Mechanics Division, ASCE 88 67 94
5. RW Clough J Penzien 1993 Dynamics of Structures 2 McGraw-Hill Books Inc. New York
6. AK Chopra 1996 Dynamics of structures Prentice-Hall New Delhi