As the main lateral resisting member in high-rise building, the anti-seismic performance of high-strength concrete shear wall exerts a tremendous influence over structure.
而高强混凝土剪力墙作为高层建筑中的主要抗侧力构件，其抗震性能的好坏对结构影响很大。
So this paper gives mainly a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures.
因此，本文着重研究这种结构的主要抗侧力部分—钢筋混凝土核心筒的非线性地震反应分析方法，旨在为进一步深入研究整个结构的抗震性能及抗震设计方法奠定基础。
Here is a simulating analysis on the experimental specimen of the carbon fiber reinforced shock-resisting masonry wall using the common limited member commercial software ANSYS.
采用有限元通用商业软件ANSYS，对碳纤维布抗震加固墙片的试验过程进行了模拟分析。
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