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本文以潮州大桥为例,对半漂浮体系和刚构体系斜拉桥的抗震性能进行比较,对E1和E2地震作用下的强度进行验算。
Taking the Chaozhou Bridge as an example, the seismic performance of the semi-floating system and the rigid-frame cable-stayed bridge is compared and the strength under the E1 and E2 earthquakes is checked.