• Suggestions are presented for calculating normal section strength of small eccentric compressive members.

    对小偏心受压构件正截面强度计算提出了设计建议。

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  • The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.

    探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。

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  • The model of the cracking moment of normal section for recycled concrete beams is investigated on base of some basic assumptions.

    在基本假定的基础上,分析了再生混凝土梁正截面开裂弯矩理论计算模式。

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  • According to GBJ10-89, computational method of load-bearing capacity for normal section of bi-directional bended components is presented.

    根据GBJ10——89,提出了双向受弯构件正截面承载能力计算方法。

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  • The study aims to get the calculation formulas of normal section strength of circular steel tube composite short column filled with steel reinforced concrete.

    目的得到钢骨-钢管混凝土柱正截面承载力计算表达式。

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  • The analysis and comparison with other formula by calculation examples offer a more convenient and practical formula for normal section flexural load-bearing capacity.

    通过实际算例同其他公式相比较分析,给出了一种实用方便的正截面极限承载力验算公式。

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  • According to GB50010-2002 Code for design of concrete structures, the normal section bearing capacity of reinforced concrete beam subjected to single bending is determined.

    根据GB50010—2002《混凝土结构设计规范》规定的单向受弯构件正截面承载力计算方法确定梁的单向受弯正截面承载力。

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  • According to researches on SRC column with steel circle pipe, the calculation methods of the axial compression ratio and load bearing capability of normal section are put forward.

    根据对配有圆钢管的钢骨混凝土柱的研究结果,介绍了配有圆钢管的钢骨混凝土柱的轴压比、正截面承载力的设计计算方法,并给出了工程应用的实例。

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  • Research the basal concepts and formulas of coordinate conversion, the formulas of the radius of curvature in a normal section, the meridional length and the latitude of pedal are given.

    对坐标转换的基本概念和基本公式做了研究,给出了法截线曲率半径、子午线弧长和底点纬度的解算公式。

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  • Based on the formulas of oblique section bearing capacity and normal section bearing capacity, the paper set rules to determine the failure mode of the wall and gave several main factors.

    根据墙体斜截面抗剪极限承载力公式和正截面极限承载力公式,给出了墙体最终发生弯、剪破坏模式的判定,并提出了影响墙体最终破坏模式的主要因素。

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  • If the normal section in the center of the tooth line is taken as a tooth measuring and design section, when spline hob is designed in a plane meshing, the tooth profile error is minimum.

    如果以齿纹中点法剖面作为齿形检测和设计剖面,用平面啮合法设计花键滚刀时,则齿形误差最小。

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  • Through a calculation of the strength of normal section of extra-reinforced cantilever beam for an actual project, the conception of normal section of extra-reinforced cantilever beam is analyzed.

    通过一工程实例中悬挑梁的正截面配筋计算,对钢筋混凝土悬挑梁正截面超筋的概念进行了分析和探讨。

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  • According to the calculation theory of normal section bending bearing capacity, the calculation formula of cracking moment of high-strength concrete beam was derived by the concrete mechanic method.

    根据正截面受弯承载力计算理论,运用混凝土力学分析方法,导出高强混凝土梁的开裂弯矩计算式。

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  • Finally, based on theoretical analysis, numerical simulation and test verification, the strength reduction factor and the calculation expression of normal section bearing capacity of CFRP are given.

    最后,在理论分析、数值模拟及试验验证的基础上,给出了CFRP的强度折减系数值和正截面承载力计算表达式。

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  • Finally, based on theoretical analysis, numerical simulation and test verification, the strength reduction factor and the calculation expression of normal section bearing capacity of CFRP are given.

    最后,在理论分析、数值模拟及试验验证的基础上,给出了CFRP的强度折减系数值和正截面承载力计算表达式。

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