• 将各分项位移预测值叠加从而得到位移预测值。

    The prediction values of trend displacement and periodic displacement are superposed to obtain total displacement prediction.

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  • 最后提出对有害位移位移角分别设定位移限值的观点。

    The viewpoint that harmful displacement and total displacement should have different limited values was put forward.

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  • 每条断层位移速率位移量以及失稳事件断层方向压应力的夹角有关。

    Slip rate, net slip and the Numbers of unstable events depend on the orientation of the fault with respect to the principal stress axes.

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  • 采用代数综合法求得机构输出总位移均值方差建立了机构运动功能可靠性分析模型

    The algebra synthesis method is used to obtain the expectation and variance of the assemble responses. The reliability model of mechanism motion function can be built.

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  • 位移表明发动机大小压缩比较气缸容积压缩容积。

    Displacement indicates engine size, and compression ratio compares the total cylinder volume to compression chamber volume.

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  • 计算了管柱不同温度压力工况下管柱轴力、节点应力位移和整个管柱变形量。

    The stress and displacement of each node and total deformation of pipe string are computed which at different temperatures and pressure work conditions.

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  • 首先对条单元以位移函数表达势能进行求导而推导位移-荷载关系式

    The displacement load equations were derived by differentiating with respect to total potential energy in spline displacement function of a strip.

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  • 产生垂向位移不大,在安全范围内,因此蠕变位移不会影响大坝的使用安全;

    The total vertical displacement produced by creep is small, thus creep displacement can not affect the running safety of dam.

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  • 通过位移法分析,导出了结构刚度矩阵等效结点荷载列阵组成规则,并且具体的进行了验证。

    The assembly rules of a global stiffness matrix and an equivalent nodal loads vector are derived by means of equilibrium method with a numerical example given.

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  • 控制振动结构体积位移降低结构功率一种有效策略

    Controlling the volume displacement of vibration plate has previously been shown to be a good strategy to reduce its overall sound radiation at low frequency.

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  • 位移计算连续、对称性荷载作用下多层刚度对称三对角

    Calculating the continuous beam, frame of single-span and multi-story by deflection method, the stiffness matrix is symmetrical three-diagonal.

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  • 位移计算连续、对称性荷载作用下多层刚度对称三对角

    Calculating the continuous beam, frame of single-span and multi-story by deflection method, the stiffness matrix is symmetrical three-diagonal.

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