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

<div>Relationship between the force at the upper structural steel members and the temperature in the full-span load distribution. Change in the force of (a) USSM 1, (b) USSM 2, (c) USSM 3, and (d) USSM 4 with varying temperature.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Numerical and Experimental Investigation of the Mechanical Behavior of Cable-Supported Barrel Vault Structures with Varying Temperature 