着重介绍了置换混凝土加固法在框加柱加固工程中的应用。
It is mainly introduced the use of the concrete-replacing method in strengthening frame-column projects.
分析结果表明，后加柱加固后的人防工程其承载力得到了明显的改善。
It was shown by numerical results that the post-reinforced pillars method can improve the strength of construction, and it was verified that through the post-reinforced pillar m...
这些建筑被金属短柱加混凝土底座从地面上架空。
The buildings are elevated off the ground by short metal columns with concrete footings.
1844年，伦敦中心特拉法尔加广场纳尔逊纪念柱的施工照。
Nelson's Column under construction in Trafalgar Square, central London, in 1844.
研究了加肋锥柱双层壳结构在水下爆炸作用下冲击响应的规律。
The paper researched on the rule of impact response for double taper-column shell structure with stiffening ribs subjected to underwater explosion.
将复合材料长加筋板看成是一宽柱，利用梁柱理论推导出复合材料梁柱的极限承载能力公式。
Long composite stiffened panel is thought as columns, and the ultimate strength of composite stiffened plates is derived from composite column theory.
介绍了缀板梁结构体系在框架结构抽柱托换以及加层改造中的应用，并分析了该方法的优点以及设计时注意的问题。
The paper presents the application of batten-plate beam structure in removal columns from frame structure and adding stories. It analyses the advantages and the notices in design.
结构为四柱导向，上压式，双油缸加机械平衡系统，保证了上下工作台之间的平行度。
The structure is four - pillar guide, up - packing, doublecylinder and machine balancing system. ensures the parallelism of upper and lower working sides.
结论在明胶亲和柱体积不变的条件下，制备纤维蛋白结合素的量与血浆加样量、血浆在柱内停留时间密切相关。
CONCLUSION: in a given column volume of gelatin, the quantity of purified fibronectin was closely related with the plasma retention time in column and the total loading amount of plasma.
本文提供一个对钢筋混凝土柱从加荷开始至混凝土压坏全过程的非线性分析方法。
A computer method was developed for the non-linear full-range analysis of reinforced concrete columns from the start of loading to the collapse of column.
加腋型节点的塑性铰在远离柱翼缘面的梁上形成。
Studies indicate that the connection with welded haunch shifts plastic hinge away from the face of the column.
在阿拉斯加，水银柱可能上升1至5华氏度(1.8至9摄氏度)，在2100年之前。
In Alaska, the mercury may rise by 1 to 5 degrees Fahrenheit (1.8 to 9 degrees Celsius) by 2100.
文章对凹型加肋锥-环-柱结合壳稳定性进行了模型试验研究，观察到凹环壳段失稳的一个特殊现象。
The experiment research on stability of ring-stiffened concave cone-toroid-cylinder combined shell is presented in this paper.
本文对凹型加肋锥-环-柱结合壳稳定性进行了模型试验研究，观察到凹环壳段失稳的一个特殊现象。
The experiment research on stability of ring-stiffened concave cone-toroid-cylinder combined shell is presented.
本文对凹型加肋锥-环-柱结合壳稳定性进行了模型试验研究，观察到凹环壳段失稳的一个特殊现象。
The experiment research on stability of ring-stiffened concave cone-toroid-cylinder combined shell is presented.
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