Cable Tension Preslack Method Construction Simulation and Engineering Application for a Prestressed Suspended Dome

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/651041/figures/651041.fig.0012a.svgz" name="651041.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>First group of joints</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/651041/figures/651041.fig.0012b.svgz" name="651041.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Second group of joints</td></tr></table>

<div>Vertical joint displacement on the upper dome.</div>

Advances in Materials Science and Engineering

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Figure 12

Figure 12: Cable Tension Preslack Method Construction Simulation and Engineering Application for a Prestressed Suspended Dome 