In stochastic analysis the knowledge of cross-correlation coe$cients is required in order to combine the response of the modal Single-Degree-Of-Freedom (SDOF) oscillators for obtaining the nodal response. Moreover these coe$cients play a fundamental role in the seismic analysis of structures when th
โฆ LIBER โฆ
Rosenblueth's modal combination rule for systems with non-classical damping
โ Scribed by Roberto Villaverde
- Publisher
- John Wiley and Sons
- Year
- 1988
- Tongue
- English
- Weight
- 831 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0098-8847
No coin nor oath required. For personal study only.
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