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本文通过对某空心板桥进行静载试验,测得其控制截面在各种荷载工况作用下的挠度和应变,并将其与理论计算值进行比较,对该桥的使用性能进行综合评估。
In this paper, through the static load test of a hollow slab bridge, the deflection and strain of the control cross-section under various load conditions were measured and compared with the theoretical calculation to evaluate the performance of the bridge.