The response of a structure with random parameters (e.g. sti!ness, or damping coe$cients) is investigated, when it is subjected to a random load. The structural behaviour can be either linear or non-linear, but the forcing process has been assumed to be second-order Gaussian. A modi"ed series expans
Steady-state security prediction in presence of load uncertainty
โ Scribed by A. Testa; D. Menniti; C. Picardi; N. Sorrentino
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 868 KB
- Volume
- 8
- Category
- Article
- ISSN
- 1430-144X
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