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1·Transverse reinforcement, additional to that for shear, should be provided in the anchorage zones where transverse compression is not present.

横向加固，附加剪切力，应在锚固区域，横向压缩不存在。

2·In this paper 40 short concrete filled tubular columns with spiral reinforcement under compression loads with different eccentricities are analysed.

本文分析了40根离心螺旋筋管混凝土短柱的偏心受压实验结果。

3·At present, four methods are mainly used for reinforcement earth research: prototype test, model test, three-axial compression test, direct shear test and drawing test.

目前加筋土的试验研究主要有四种方法：原型试验、模型试验、三轴压缩试验、直剪试验和拉拔试验。

4·Hence, due to the brittle nature of HSC under axial compression, the presence of lateral reinforcement becomes more significant than in normal strength concrete counterparts.

因此，由于高强混凝土的轴压下的脆性性质，横向加固的存在成为比正常强度混凝土同行更重要。

5·Comparing the height changes of composites before and after remelt which have been degassed with semisolid compression, the relation between apparent viscosity and reinforcement diameter was obtained.

通过比较半固态加压除气的试样在重熔前后的高度变化，建立了增强颗粒粒径与复合材料熔体表观粘度间的关系。

6·The enhancement for ultimate axial compression ratio because of longitudinal reinforcement should be considered in a certain when the reliability index is not lower than that of current code.

提出在保证柱轴压比的可靠指标不低于现行《规范》的情况下，应适当考虑柱纵筋配筋率和配箍率对轴压比限值的提高。

7·The main factors that influence the seismic behavior of RRC columns are the percentage of central reinforcement, equivalent ratio of axial compression and characteristic value of stirrups.

核心配筋率、等效轴压比和配箍特征值是影响 RRC柱抗震性能的主要因素。