Numerical and Experimental Investigation of the Mechanical Behavior of Cable-Supported Barrel Vault Structures with Varying Temperature

<div>Relationship between the displacement and temperature in the full-span load distribution. Displacement of (a) Node 1 and (b) Node 3 with varying temperature.</div>

Advances in Civil Engineering

fig3

Figure 3

Figure 3: Numerical and Experimental Investigation of the Mechanical Behavior of Cable-Supported Barrel Vault Structures with Varying Temperature 