在此基础上，本文又设计制作了一个相同尺寸的无构造柱CS板式结构试验模型，设计了加载方案和加载制度，进行了低周反复水平荷载作用下的抗震试验研究和理论分析。

Based on these work, in this paper, a same model of CS panel structure without structure column building has been designed and made according to the similarity theory of the model.

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为了研究方钢管混凝土柱内隔板式节点的抗弯受力性能，完成了3个方钢管混凝土柱内隔板式节点的低周反复荷载试验。

To investigate the flexural capacity of connections for concrete-filled steel square tubular columns with inner diaphragms, 3 specimens were tested under cyclic loading.

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采用四柱三板式结构，活动板与工作面平行精度高，四个精密导套使下压垂直精度高；

Adopts four-column and three-plate structure, the active placte paralleling with the working surface in high precision, four precise guide sleeves leading to highly precise down-pressing plumb;

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