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

<div>Relationship between the cable force at the end-frame and the temperature in the half-span load distribution. Change in the force of (a) Cable 1 and (b) Cable 2 with varying temperature.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Numerical and Experimental Investigation of the Mechanical Behavior of Cable-Supported Barrel Vault Structures with Varying Temperature 