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

<div>Relationship between the vertical displacement of nodes and the temperature in the half-span load distribution. Displacement of (a) Node 1, (b) Node 3, and (c) Node 6 with varying temperature.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Numerical and Experimental Investigation of the Mechanical Behavior of Cable-Supported Barrel Vault Structures with Varying Temperature 