分析了型钢高强混凝土结点的受剪承载力及破坏机理。
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper.
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.
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.
此外，本文还利用不同类型钢纤维进行了钢纤维高强混凝土的抗压强度、抗剪强度、劈拉韧性和弯曲韧性试验。
Meanwhile, shear strength, splitting tensile and flexural toughness experiments have been conducted using four types of steel fiber on steel fiber reinforced high strength concrete (SFRHSC).
与低强凸痕型钢纤维相比，端部带弯钩的高强钢纤维对高性能混凝土弯曲韧性和断裂能的提高效果更为显著。
Compared to the marked steel fiber with lower strength, the hooked steel fiber with higher strength has better effects on the flexural toughness and fracture energy of HPC.
与低强凸痕型钢纤维相比，端部带弯钩的高强钢纤维对高性能混凝土弯曲韧性和断裂能的提高效果更为显著。
Compared to the marked steel fiber with lower strength, the hooked steel fiber with higher strength has better effects on the flexural toughness and fracture energy of HPC.
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