The ends of reinforced concrete beam in seismic frame are critical positions that ensure ductility and plastic energy dissipation capability of the structure.

钢筋混凝土抗震框架梁的端部是保证结构抗震延性和塑性耗能能力的关键部位。

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Finally, by analyzing all sorts of seismic damage models comparatively, the seismic damage model of high strength concrete frame columns is put forward.

最后通过对各地震损伤模型的比较分，提出了高强混凝土框架柱的地震损伤模型。

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Finally, put forward several conclusions and Suggestions for seismic design of the reinforced concrete mega-frame structure.

最后，为钢筋混凝土巨型框架结构抗震设计提出若干结论和建议。

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