On the convergence and causality of a frequency domain method for dynamic structural analysis

Author:

Chen Kuifu,Zhang Senwen

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference17 articles.

1. Penzien, J.: Dynamic analysis of structure/foundation systems. Struct. Eng. Mech. 17(3–4), 281–290 (2004)

2. Kim, D.K., Yun, C.B.: Time domain earthquake response analysis method for 2-D soil-structure interaction systems. Struct. Eng. Mech. 15(6), 717–733 (2003)

3. Fu, T.M., Nogami, T.: On boundary discretization and integration in frequency-domain boundary element method. Struct. Eng. Mech. 6(3), 339–345 (1998)

4. Hall, J.F.: FFT algorithm for structural dynamics. Earthquake Eng. Struct. Dynam. 10(6), 797–811 (1982)

5. Veletsos, A.S., Ventura, C.E.: Dynamic analysis of structures by the DFT. J. Eng. Mech. ASCE 111(12), 2625–2642 (1985)

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