On the basis of the test of full-scale cruciform specimens under low-reversed cyclic load, its load-bearing capacity under shear force was studied.
在已完成的足尺十字形节点试件拟静力实验基础上，对节点的受剪承载力性能加以研究。
On the basis of the test of full-scale cruciform specimens under low-reversed cyclic load, its load-bearing capacity under shear force was studied.
在已完成的足尺十字形节点试件拟静力实验基础上，对节点的受剪承载力性能加以研究。
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