This paper presents an approach called random factor method (RFM) for the random vibration analysis of seismic response of random truss structures. An antenna and a truss bridge with random material parameters and geometric dimensions are considered to illustrate the application of the RFM in the se
โฆ LIBER โฆ
Evolutionary earthquake response of uncertain structure with bounded random parameter
โ Scribed by Xiaoping Ma; Xiaolei Leng; Guang Meng; Tong Fang
- Book ID
- 108252224
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 176 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0266-8920
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