Structural Engineering and Mechanics

Techno-Press (테크노프레스)
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Dynamic analysis of structure/foundation systems

  • Published : 2004.03.25
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Abstract

A review of current procedures being used in engineering practice to analyze the response of structure/foundation systems subjected separately to different types of dynamic excitation, such as earthquake, sea-wave action, wind, or moving wheel loads, is presented. Separate formulations are given for analyzing systems in the time and frequency domains. Both deterministic and stochastic forms of excitation are treated. A distinction is made between demand and capacity analyses.

Keywords

References

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  2. Malhotra, A.K. and Penzien, J. (1970), "Response of offshore structures to random wave forces", J. of the Structural Division, Am. Soc. of Civil Eng., 2155-2172.
  3. Tseng, W.S. and Penzien, J. (2000), "Soil-foundation - Structure interaction", Bridge Engineering Handbook, Chapt. 42, W.-F. Chen and L. Duan, editors, CRC Press, 42-1 through 42-52.
  4. Wang, D.Y., Ertekin, R.C. and Mills, T.R.J. (1991), "Three-dimensional hydroelectric response of a very large floating structure", Int. J. of Offshore and Polar Eng., 1(4), 307-316.

Cited by

  1. On the convergence and causality of a frequency domain method for dynamic structural analysis vol.22, pp.2, 2004, https://doi.org/10.1007/s10409-006-0098-2
  2. Assessments of dissipative structure-dependent integration methods vol.62, pp.2, 2004, https://doi.org/10.12989/sem.2017.62.2.151