Temperature effect on cable force of a special-shaped tied-arch bridge.

Heliyon · 2022 · PMC9634375 · PMID 36339748

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a decreasing trendno p-value reported

an increasing trendno p-value reported

From Figure 14 , it can be seen that under the effect of structural temperature difference, the cable force at arch ribs A and B shows an increasing trend, and the cable force at arch rib C shows a decreasing trend, and the more significant the temperature difference between beam and arch, the more noticeable this trend is.

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