Abstract
A nonlinear fracture model of reinforced concrete rotational shell was established. To deal with the stochastic nonlinear problem, an iterative statistic linearization method (ISLM) was developed. As an example, the stochastic wind response of a hyperbolic cooling tower shell was calculated. The calculated results were illustrated.
| Original language | English |
|---|---|
| Pages (from-to) | 180-186 |
| Number of pages | 7 |
| Journal | Journal of Beijing Institute of Technology (English Edition) |
| Volume | 6 |
| Issue number | 2 |
| Publication status | Published - Jun 1997 |
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Gao, S., Niemann, H. J., & Qu, K. (1997). Analysis of stochastic response of rotational shell considering its constitutive nonlinearity. Journal of Beijing Institute of Technology (English Edition), 6(2), 180-186.