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本文对低周反复荷载作用下受弯和偏心受压构件中搭接钢筋的性能进行了试验研究,为在地震区钢筋砼结构中采用搭接接头提供了依据,并提出了设计建议。
In this paper, the properties of lapped steel in flexural and eccentric compressive members subjected to low cyclic reversed loads are experimentally studied, which provides a basis for the use of lap joints in reinforced concrete structures in seismic regions and proposes design suggestions.