对于规则桥梁，可用简化的弹塑性地震反应分析方法进行延性抗震的设计和验算。
Regular Bridges' ductile earthquake-resistance design and checking calculation could be made by simplified analytic means of elastic-plastic earthquake response.
对于复杂桥梁应用弹塑性时程分析的方法进行延性抗震的设计和验算。
Complex Bridges' ductile earthquake-resistance design and checking calculation could be made by the means of elastic-plastic temporal analysis.
最后提出了延性约束钢筋混凝土短梁的抗震设计方法建议。
Finally, some recommendations on aseismic design of short ductile restrained reinforced concrete beam have been put forward.
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