对于钢筋混凝土结构的弹塑性地震反应分析方法可以分为微观方法和宏观方法。
The structural analytical method of elastic-plastic earthquake responses can be separated into macroscopic method and microscopic method.
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.
随着结构弹塑性地震反应研究的深入，弹塑性反应谱的研究取得了大量研究成果。
The research on seismic response spectra of elastic-plastic structures has gained a lot of useful results with the development of the research on seismic response of elastic-plastic structures.
本文提出了一种用于筒体高层结构弹塑性地震反应分析的杆系——柱壳计算模型。
A calculation model of bar system-cylindrical shell to be used for elastoplastic analysis of earthquake response of reinforced concrete tube structures is given in the thesis.
引入了砌体的滞回特性，该模型可用于复杂体型砌体结构房屋弹塑性地震反应时程分析。
By introducing the hysteretic behavior of masonry, this model can be used for the elastoplastic time history analysis of masonry buildings with complex configuration.
并做了弹塑性地震反应分析。结果表明，对此类结构采用外包钢筋砼加固方法是合理可行的。
The elastoplastic seismic response is analysed, showing both the rationality and feasibility of strengthening structures of this type with reinforced concrete corers.
在弹塑性地震反应分析的基础上，对拼装式双柱桥墩接头在常遇小震及罕遇大震时的抗震能力进行了评估。
The dynamic characteristics and seismic responses of assembly double column pier are investigated in details in this study.
在弹塑性地震反应分析的基础上，对拼装式双柱桥墩接头在常遇小震及罕遇大震时的抗震能力进行了评估。
The dynamic characteristics and seismic responses of assembly double column pier are investigated in details in this study.
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