• 这种输入包括种类型笔画、撇、

    The method offers five types: horizontal, vertical, a stroke down to the left, a bent stroke and a dot or stroke down to the right.

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  • 首先介绍了现浇空心板截面肋附加刚度理论计算模型,进而实现在进行结构设计计算时,采用模型,充分发挥现空心板截面刚度大的优良结构性能。

    The paper introduced the theoretical model of "method of reinforced stiffness through cross rib" firstly, which the excellent structural capability of reinforced concrete cast-in.

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  • 最后我们采用李—杨零点各向异性XY模型温下量子相变作了较为系统的研究

    Finally, we apply the theory to study the quantum phase transitions of one-dimensional anisotropic XY quantum spin chain in a transverse field at zero temperature.

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  • 文章郑西铁路客运专线函谷关隧道顶为例,介绍一种新型挑顶施工工艺——垂直挑顶

    Taking the cross cave propping in Hanguguan Tunnel of passengers special line on Zhengxi railway, this paper introduces a new construction technique of propping - vertical propping method.

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  • 再次利用多尺度分析船舶波浪中接近共振、亚共振超谐共振非线性摇运动,并给出三种共振的近似

    Moreover, the multiscale method was used to study the main, ultraharmonic and subharmonic resonances of nonlinear rolling in waves, and the approximate solutions of the three resonances were given.

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  • 结合中医舌诊机理,有限元计算了猪舌内部纵剖面温度

    The two-dimensional temperature fields in specific transverse and longitudinal sections are numerically solved by the finite element method (FEM).

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  • 本文介绍了多刚体系统运动分析最大数量坐标原理建立了车辆架的多刚体系统运动分析模型。

    The basic theory of Maximum Coordinate Method was dealt with in this paper and the model for analyzing kinematics of Double Control Arm Suspension obtained.

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  • 文章针对一种简单结构的架,介绍了迭代计算悬架侧倾中心高度

    Introduced in this paper is a method to calculate the roll center height with an iteration method for a double wishbone suspension with a simple structure.

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  • 本文采用奇异积分方程分析观各向同性中的埋藏裂纹

    In this paper, the embedded crack in transversely isotropic body is studied by means of the singular integral equation method.

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  • 偏差分析中的道图简单明了能够准确表达费用的绝对偏差。

    In warp analysis, horizontal line method is simple and can exactly expression cost difference.

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  • 通过杆拱桥作用在肋上荷载性质进行了分析,采用能量推导出撑下承式系杆拱桥侧倾稳定临界荷载的一般公式

    Using energy method, the general formula for calculation of lateral stability of through bowstring tied arch bridge without transverse beams given.

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  • 对于形或相对大块冠状骨折线的粉碎骨折,AO视为有效可靠的选择;

    "AO" is applicable for various patellar fractures without coronary cracking as a reliable effective method.

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  • 采用非线性有限元约束砌体进行全过程分析,采用弹塑性分析对原型结构进行地震反应分析;

    Non linear analysis and a non linear dynamic time history analysis were made for the confined masonry wall and structures respectively.

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  • 通过利用ANSYS对某桁架进行模态分析,并用时分析进行了在桥向桥向激励地震响应分析,得到了在关键截面的位移和杆件内力响应峰值。

    The mode response of a steel truss bridge was analyzed by ANSYS and its seismic responses under transverse and longitudinal excitation were calculated using time-history analysis function.

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  • 经110 0颈椎路手术应用颈椎突前结节触摸定位进行术中定位。

    The method was applied intraoperatively to identify the level of cervical vertebrae in 1100 cases of cervical anterior spine procedure.

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  • 本文应用随机平均,提出5阶多项式表示稳性曲线非线性运动的统计分布

    By using stochastic average method, the probability distribution function of the rolling amplitude of a ship with S-type static curves in random waves was put fowavd.

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  • 通过对系杆拱桥作用肋上荷载性质进行了分析采用能量推导出撑下承式系杆拱桥稳定临界荷载的一般公式。

    With the background of lateral stability of non-range-spacer through bowstring arch, analytical approximations are derived in this paper using energy variational approach.

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  • 因此改善了牙齿齿的刷拭效果

    Thus, the brushing effect in a transverse brushing mode on the tooth gaps is improved.

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  • 根据观各向同性介质波动理论,结合波速波幅变化规律分析,通过纵波探头平测,测试了较大平面的岩块层理面内的偏振波速

    According to the theory of wave crack, the variation rules of wave speed and amplitude, by use of the compressional-wave probe, the polarizing wave speed of rock with large plane is obtained.

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  • L4棘突二者与椎弓根的解剖关系差别不大(P>0.05);

    There was no statistical significant difference between transverse process method and spinous process method at L1~L4(P>0.05).

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  • L4棘突二者与椎弓根的解剖关系差别不大(P>0.05);

    There was no statistical significant difference between transverse process method and spinous process method at L1~L4(P>0.05).

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