The seismic behaviour of large-size structures subjected to multiple-support excitation is studied by means of a random vibration approach. Ground motion is modelled as a non-stationary stochastic process having an evolutionary spectral density. To describe the spatial variability of the input motio
โฆ LIBER โฆ
Peak structural response to non-stationary random excitations
โ Scribed by M. Shinozuka; J.-N. Yang
- Publisher
- Elsevier Science
- Year
- 1971
- Tongue
- English
- Weight
- 866 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0022-460X
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