Analysis of Basic Failure Scenarios of a Truss Tower in a Probabilistic Approach
Keyword(s):
This paper concerns the system reliability analysis of steel truss towers. Due to failures of towers, the assessment of their reliability seems to be a very important problem. In the analysis, two cases are examined: when the buckling coefficient is a deterministic value and when it is a random variable. The impact of failures of single elements on the structure reliability was investigated. Calculations of the standard deviation of the capacity and reliability indexes were made using author-developed programs in the Mathematica environment.
2017 ◽
Vol 2
(3)
◽
pp. 150-171
◽
2019 ◽
Vol 19
(2)
◽
pp. 417-427
◽
Keyword(s):
2012 ◽
Vol 2012
◽
pp. 1-11
◽
1987 ◽
Vol 1
(4)
◽
pp. 425-440
◽
2021 ◽
Vol 1043
(2)
◽
pp. 022007