通过一座双柱式桥墩的计算分析表明，采用这种方法可以简单、合理、可靠地得出结构的损伤值。
The analysis of a double column pier has proved that this damage assessment model can give a simple, reasonable and consistent damage indicator for structures.
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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