A Comparative Study of First-Order Reliability Method-Based Steepest Descent Search Directions for Reliability Analysis of Steel Structures

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2017/8643801/figures/8643801.fig.0013a.svgz" name="8643801.fig.0013a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Reliability index with respect to the yield strength for two-span beam example</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/ace/volume-2017/8643801/figures/8643801.fig.0013b.svgz" name="8643801.fig.0013b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Schematic view of the connection (sizes are in cm)</td></tr></table>

Advances in Civil Engineering

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Figure 13

Figure 13: A Comparative Study of First-Order Reliability Method-Based Steepest Descent Search Directions for Reliability Analysis of Steel Structures 

Figure 13 | A Comparative Study of First-Order Reliability Method-Based Steepest Descent Search Directions for Reliability Analysis of Steel Structures 