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本文论述了四个钢筋轻骨料混凝土框架梁柱节点组合体在低周反复荷载下的试验结果。分析了梁端塑性饺区和节点核心区的强度、变形和粘结锚固性能。提出了设计建议。
This paper discusses the test results of four steel reinforced lightweight aggregate concrete frame-column joint assemblies under low cyclic reversed loading. The strength, deformation and adhesive anchorage performance of the plastic end of the dumpling and the core of the joint were analyzed. Proposed design recommendations.