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1)  in-osculation and restriction
拉结和约束
2)  binding bars
约束拉杆
1.
Eccentric-loaded behavior of square CFT columns with binding bars;
带约束拉杆方形钢管混凝土柱偏压性能
2.
Experimental investigation on L-shaped concrete-filled steel tube stub columns with binding bars under axial load;
轴压下带约束拉杆L形钢管混凝土短柱的试验研究
3)  binding bar
约束拉杆
1.
Analysis on axial strength of R-CFT stub column with unidirectional binding bars;
带约束拉杆矩形钢管混凝土轴压承载力分析
2.
Axial bearing capacity of square and rectangular CFT stub columns with binding bars
带约束拉杆方形、矩形钢管混凝土短柱的轴压承载力
3.
The axial compressive experiments of seven L-shaped concrete-filled steel tubular stub columns,six with and one without binding bars,were carried out.
进行了6个带约束拉杆和1个不设约束拉杆L形钢管混凝土短柱的轴心受压试验,分析了钢管壁厚度、约束拉杆直径和间距等主要参数对带约束拉杆L形钢管混凝土短柱轴压性能的影响。
4)  confined extension
约束拉伸
5)  binding tensile force
约束拉力
1.
Based on regarding the floor structure of the span where late poured band is as deviating pulling member model,the author derives the binding tensile force calculation formula when the span length is set,analyzes all factors which having influence on binding tensile force,and provides some attention problems in design and construction,so as to guide practice better.
在将后浇带所在跨的楼面结构视为偏拉杆件模型的基础上推导出给定跨度发生变化时的约束拉力计算公式,分析了影响约束拉力大小的各因素,并提出一些设计和施工中应注意的问题,以便更好地指导实践。
6)  Structure and constraint of property rights
产权结构和产权约束
补充资料:拉杆子
1.方言。当土匪。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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