一般情况下普通的型钢混凝土结构就能解决此题目，但对于超高、大跨、重型结构则采用型钢高强高性能混凝土更能满足在承载力和延性方面的要求。
In normal cases, steel reinforced concrete structure is able to resolve this problem, but sometimes it is necessary to use SRHSHPC to meet bearing capacity and ductility requirements.
虽然国内对型钢高强混凝土柱抗震性能有了一定的试验研究，但在计算机数值模拟方面研究相对较少，相关知识结构比较松散。
Although domestic HSRC column get more comprehensive test, it is relatively less on computer simulation. The structure of the knowledge is a loose aspect.
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