Ultimate Strength of Fixed Offshore Platforms Subjected to Near-Fault Earthquake Ground Vibration

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/sv/volume-2015/841870/figures/841870.fig.0011a.svgz" name="841870.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Jacket storeys drift ratio</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/sv/volume-2015/841870/figures/841870.fig.0011b.svgz" name="841870.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Storey-like pile drift ratio per unit length of pile</td></tr></table>

<div>IDA curves of PSP platform subjected to record number 17.</div>

Shock and Vibration

fig11

Figure 11

Figure 11: Ultimate Strength of Fixed Offshore Platforms Subjected to Near-Fault Earthquake Ground Vibration 