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

Figure 14

Changes in the maximum seismic response with varying temperature. (a) Change in the displacement of Node 5 with varying temperature. (b) Change in the cable force with varying temperature. (c) Change in the strut force with varying temperature. (d) Change in the horizontal arch thrust with varying temperature. (e) Change in the USSM force with varying temperature.

(a)

(b)

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(e)