Computer Analysis of Dynamic Reliability of Some Concrete Beam Structure Exhibiting Random Damping
An efficiency of the generalized tenth order stochastic perturbation technique in determination of the basic probabilistic characteristics of up to the fourth order of dynamic response of Euler-Bernoulli beams with Gaussian uncertain damping is verified in this work. This is done on civil engineerin...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Zielona Góra
2021-01-01
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| Series: | International Journal of Applied Mechanics and Engineering |
| Subjects: | |
| Online Access: | https://www.ijame-poland.com/Computer-Analysis-of-Dynamic-Reliability-of-Some-Concrete-Beam-Structure-Exhibiting,166794,0,2.html |