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最后，根据自己的研究情况，详细总结了得到的结论，对半刚性钢框架下一步的研究工作提出了展望。
Finally, according to their own research in a detailed summary of the conclusions obtained on the semi-rigid steel frame future research work put forward.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
因此，工程界普遍认为梁柱刚性连接有必要改善其节点的延性和对钢框架采用延性设计。
That is, the ductility of the connections ought to improve and the ductile design on steel frame should be realized.
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