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Advances in Civil Engineering
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Advances in Civil Engineering
/
2017
/
Article
/
Tab 1
/
Research Article
A Comparative Study of First-Order Reliability Method-Based Steepest Descent Search Directions for Reliability Analysis of Steel Structures
Table 1
Random variables for the bar example under tensile load.
Variable
Distribution
Mean
Standard deviation
(t/m)
Log-normal
2
0.2
(m)
Log-normal
3
0.2
(cm
2
)
Normal
10
1
(kg/cm
2
)
Normal
100
400