本文运用有限元分析软件ABAQUS分别对两组不同轴压比和配箍率的型钢高强混凝土柱进行数值模拟分析。
The editor compiles this paper with the intent of analyzing two sets of HSRC columns of different axial compression ratio or stirrup ratio with the finite element analysis software (ABAQUS).
同时可得，将软件ABAQUS用于型钢高强混凝土柱数值模拟分析时，其计算结果具有一定的精确度与可靠性。
At the same time, it could get an assessment about biofidelity and reliability of the results analysis for HSRC columns of numerical simulation with the software (ABAQUS).
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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