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.0022a.svgz" name="651041.fig.0022a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Hoop members</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/651041/figures/651041.fig.0022b.svgz" name="651041.fig.0022b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Radial members</td></tr></table>

<div>Force increment of the members in the 70%–90% process.</div>

Advances in Materials Science and Engineering

fig22

Figure 22

Figure 22: Cable Tension Preslack Method Construction Simulation and Engineering Application for a Prestressed Suspended Dome 