载电流等离子体柱由于外磁场压强大于其内部热压强，等离子体柱发生箍缩效应。
The pinch-effect will occur in plasma column because magnetic field pressure outside is bigger than thermal pressure inside of the plasma column carrying electric current.
在地震作用下，普通箍筋不能对构件形成有效地约束，导致高强混凝土柱抗震性能较差。
In the earthquake, the common transverse reinforcement can not be effectively restrain, resulting in seismic behavior of the high-strength concrete columns is poor.
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).
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