steel capacity

A significant reduction in tap-to-tap time increases production capacity allowing for increased output of existing BOF steel plants and reduced capital expenditure for new BOF shops.

显著缩短的出钢周期时间可提高生产能力，既可使现有转炉增加产量，又可为新建转炉炼钢厂节省投资费用。

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For instance, steel capacity has increased in recent years even as factories have been underutilized.

例如，在钢厂没有进入全负荷运转的情况下，近年来钢铁产能仍有所增加。

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Post-installed steel beam strengthening reinforced concrete plate can improve the plates capacity and stiffness by cooperation.

二次成型的后锚固工字钢组合梁如固钢筋混凝土板可以协同工作,有效提高其承载力和刚度.

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Research on Stiffening Girders Erection and Temporary Connection of Suspension Bridge; Experiment on Ultimate Bearing Capacity of U-stiffened Plate of Orthotropic Steel Box Girder

悬索桥钢箱加劲梁安装过程及临时连接的研究正交异性钢箱梁U型肋加劲板极限承载力试验

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Through contrasting design examples in accordance with different codes, the paper also discusses the differences of stability bearing capacity of steel com-pression members with section type d between various codes.

并通过按不同规范对比设计的算例，探讨了d类截面受压钢构件在不同规范之间稳定承载力的差异。

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Analysis on Leakage of Sta in less Steel Capacity Water Heater

不锈钢容积式水加热器破裂泄漏原因分析

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China's steel production capacity has skyrocketed while capacity is fragmented.

中国钢铁产能迅速增加,然而却分布在全国各地.

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Insiders believe that the current growth in steel capacity were actually digested by the market out.

有业内人士认为,目前增长的钢铁产能确实被市场消化掉了.

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Discussion on domestic made steel plate for walls of crude storage tank with capacity of 100,000 m~ 3

10万m~3原油储罐罐壁用钢板国产化的探讨

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Modifying the yield line pattern in reference 〔 1 〕, a defect of the theoretical solution in reference 〔 1 〕 is mended, that is, with increasing the area of the steel plate, the load carrying capacity will increase to infinite.

改进了文献〔1〕的塑性铰线模式，修补了文献〔1〕的理论解的一个缺陷，即随着粘钢板的面积增加，承载力上升至无穷大。

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As for the limit bearing capacity formula of the concrete filled steel tube long column subjected to axial compress, we lead to the tangent modulus and the conception of metal material.

在推导钢管混凝土轴心受压长柱临界承载力公式时，论文利用材料的切线模量，分别推导了钢材和混凝土的切线模量公式。

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In the method, control equations for the crack resistance capacity of the normal section are established, thus the area of prestressed steel tension member may be calculated.

该方法首先建立了构件在正常使用极限状态下的抗裂性能控制方程，并以此求解预应力筋的面积；

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