Analysis of Structural Response
This chapter presents the principles of dynamic analysis of structures subjected to the variation in time service loading. To illustrate, the single-degree-of-freedom behavior under cyclic excitation in the range of frequencies is described as introductory to dynamic analysis of structures. The principles of spectral analysis and evaluation of response of dynamic structures to spectral excitation (Wiener–Khinchin theorem) are discussed.
- 1.Kuhn B et al (2008) Assessment of existing steel structures: recommendations for estimation of remaining fatigue life. EUR2325EN. A report on evolution of EUROCODE 3. Aachen 2008. http://stb.rwth-aachen.de
- 4.Schijve J (2009) Fatigue of structures and materials, 2nd edn. Springer. ISBN-13: 978-1-4020-6807-2Google Scholar