JDBC concrete implementations are loaded implicitly, and source code rarely references these concrete classes directly.
JDBC的具体实现是被隐式加载的，而且源代码很少直接引用这些具体类。
This paper summed up the recent works about failure mechanisms, fracture toughness and failure criteria of concrete which are monotonously loaded in a short-term.
本文总结了在短期单调荷载作用下混凝土的破坏机理，断裂韧度和强度理论方面的研究成果。
Eccentrically loaded concrete filled steel tubular (CFST) laced columns were tested with slenderness ratio as main experimental parameter.
进行了钢管混凝土格构柱偏心受压试验，试验参数为长细比。
The main experimental parameters studied were the loaded area and the concrete filled length.
试验的主要参数为局部承压面积和管内混凝土填充长度。
The deflection and deformation of slender column and eccentrically loaded column of ultro-high strength concrete filled steel tubes under loading were studied.
对钢管超高强混凝土长柱、偏压柱在荷载作用下的挠度及变形特点进行了研究。
The possible reasons of non-loaded cracks of high-strength concrete structures were discussed in this paper. In addition, corresponding cracks controlling measures are proposed.
分析了高强混凝土非荷载裂缝产生的原因，并提出了如何防止高强混凝土结构产生这一类裂缝的措施。
By changing the thickness of cold-form deck, thickness and strength of concrete, amount of steel stud and other parameters, the paper discussed the behavior of loaded composite-slab.
通过压型钢板厚度、砼板厚度、砼强度等级、栓钉数量等几个参数的变化，探讨组合板在荷载作用下的内力、变形情况。
This paper deals with a destructive test of 14 new and old concrete reinforced boundary connections. The destructive patterns, loaded capacity and shear_resistant calculation formula are given.
对14个配有钢筋的新旧砼界面连接节点进行了破坏性的试验，得出了破坏形态及其承载力的计算公式。
Designing as the one-way slab, we should still set distributing concrete on the vertical direction of the stress except the loaded concrete along the stress direction.
当按单向板设计时，除沿受力方向布置受力钢筋外，尚应在垂直受力方向布置分布钢筋。
This paper presents the test results of 24 axially-loaded confined concrete stub columns with net reinforcement of high steel ratio.
本文报导了24个高配筋率的方格网套箍混凝土柱体轴压试验结果。
In our national Design Code of Reinforced Concrete Structures TJ10-74, there are no recommended methods for computing stiffness and crack of eccentrically loaded members.
我国钢筋混凝土结构设计规范(TJ10—74)中未列出偏心受压构件刚度和裂缝的计算方法。
In this paper, through the test and study of 18 eccentrically loaded concrete filled square steel tubular stub columns, the mechanical and deformative behaviour of these members were analyzed.
本文通过对18根方钢管砼偏压短柱的试验研究，分析了短柱在偏心荷载下的受力性能。
This paper presents the test results of 26 concentrically loaded long concrete-filled steel tubular columns with slenderness ratio ( L/D ) varying from 3 to 50.
本文报导了26根长细比（L/D）从3到50的钢管混凝土长柱轴心受压的试验结果。
The concrete organization advantages of heavy-loaded unit trains are analyzed.
具体分析单元式重载列车组织方式的优点。
In this paper the Elastoplastic FEM is used to analyze the relation between load capacity and deformation of the central loaded steel-tubed concrete column.
本文用弹塑性有限元法分析了中心受压钢管混凝土短柱的承载力与变形的关系。
In this paper the Elastoplastic FEM is used to analyze the relation between load capacity and deformation of the central loaded steel-tubed concrete column.
本文用弹塑性有限元法分析了中心受压钢管混凝土短柱的承载力与变形的关系。
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