• Cutting and interlocking between the primary and secondary secant piles are realized ingeniously with the method of delaying concrete setting-time.

    利用延缓砼凝固时间的方法,巧妙地实现了相邻桩间的切割咬合。

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  • A secant is defined as line passing through two points of the curve.

    割线的定义是一条通过曲线上两点的直线。

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  • The pulse envelope we obtained is a hyperbolic secant function of time.

    所得脉冲包络为时间的双曲正割函数。

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  • Nonlinear dielectric property was also examined by means of secant method.

    利用割线方法还研究了该类复合材料的非线性有效性质。

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  • Bored secant pile is mostly constructed by bushing pile rig in our country.

    咬合桩在国内一般使用套管钻机施工。

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  • Both the tangential modulus and secant modulus are exponential with axial strain.

    松散岩块的切线模量和割线模量均与轴向应变呈指数相关性。

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  • The sign of the chirp also affects the spatial intensity distribution of the ultrashort hyperbolic secant pulsed beams.

    啁啾系数的大小和符号对双曲正割脉冲光束空间强度的分布有不同的影响。

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  • When the initial power equals the critical power, the hyperbolic secant shaped spatial soliton can be obtained approximately.

    当初始功率等于临界功率时,可以近似得到双曲正割型空间孤子。

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  • The principle and method in utilizing the elastic secant stiffness in the reinforced concrete nonlinear hysteretic analysis were presented.

    分析弹性割线刚度运用于钢筋混凝土非线性滞回分析的原理和方法。

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  • A new damping estimation method, the secant line method, was presented, that is based on the distance of neighbor peaks and valley of oscillation.

    摘要提出利用相邻波峰和波谷之间距离估计阻尼比的割线方法。

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  • A new damping estimation method, the secant line method, was presented, that is based on the distance of neighbor peaks and valley of oscillation.

    提出利用相邻波峰和波谷之间距离估计阻尼比的割线方法。

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  • Starting from paraxial wave equation, analytical propagation expressions of hyperbolic secant pulsed beams with narrowband and broadband are derived.

    从近轴波动方程出发推导了窄带和宽带双曲正割脉冲光束的解析传输公式。

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  • An element tangent stiffness equation was derived based on the secant stiffness equation of stability function elements with shear deformation effects considered.

    以考虑剪切变形影响的稳定函数单元的割线刚度方程为基础,导出了单元切线刚度方程。

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  • According to the nodal admittance equation, the analysis of steady state performance of self excited induction generators is carried out by using the secant method.

    依据等效电路的节点导纳方程,采用弦截法分析了自励感应发电机的稳态特性。

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  • For single operating parameter units, secant method coupled with a unit simulator is used to search feasible operating conditions implementing the quasi-optimal plan.

    对于单操作参数装置,利用正割法搜索实现拟最优计划的可行操作条件。

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  • By piecewise polynomials and the Ramberg-Osgood three-parameter equation fitting the stress-strain curve, the expressions of the tangent and secant modulus are derived.

    分别介绍了用分段多项式和朗培其一奥斯古特三参数方程拟合应力应变曲线并求切线模量和割线模量的方法。

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  • The method for identification of plastic state of the disk, as well as the approach to obtaining the secant module and transverse deformation coefficient are presented.

    提出了轮盘进入塑性状态的鉴别方法、在塑性状态下求出割线模量和横向变形系数的方法等。

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  • The results also show that the axial pressure will induce the internal cracks in rock, weaken the carrying capacity of microelement and reduce the secant modulus of rock;

    本文的研究结果也证明了冲击过程中轴压对砂岩内部的裂纹起催生作用,弱化微元体的承载能力,导致割线模量降低;

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  • In this paper, the tangent stiffness matrices and the secant stiffness matrices of space trusses are derived with the energy principle in the Total Lagrangian coordinates.

    本文在T.L.坐标下,利用能量原理,同时导出了空间杆元精确的割线刚度矩阵和切线刚度矩阵显式。

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  • While the confining pressure will inhibit the initiation and propagation of cracks, consolidate the carrying capacity of microelement and enhance the secant modulus of rock.

    围压则可以抑制裂纹的萌生和扩展,强化了微元体的承载能力,使得割线模量会增加。

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  • Structural style and bearing mechanics of secant pile wall are similar to the diaphragm wall and should be used as both temporary and permanent structure like the diaphragm wall.

    考虑到咬合桩的结构形式和受力机理同地下连续墙相似,那么咬合桩应该可以像地下连续墙一样作为永久结构使用。

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  • Through improving the displacement loading control method based on the tangent stiffness, this paper has presented displacement loading control method based on the secant stiffness.

    在基于切线刚度的位移加载控制法基础上进行改进,采用基于割线刚度的位移加载控制方法,并绘制了相应框图。

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  • The dynamic secant elastic modulus is introduced to analyze the test data, and the results indicate that the dynamic secant elastic modulus-strain curves of all test models are hyperbolic type.

    采用动割线模量的概念对试验数据进行了分析,认为不同试样动割线模量与动应变的关系曲线都符合双曲线的变化规律。

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  • Then the numerical results show that new algorithm effectively overcomes the shortcomings of secant method, and evidently improves the convergent speed, convergent range and algorithm stability.

    数值实验结果表明,这种算法不仅有效克服了割线法的缺陷,而且收敛速度、收敛范围和算法的稳定性也得到明显提高。

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  • Then the numerical results show that new algorithm effectively overcomes the shortcomings of secant method, and evidently improves the convergent speed, convergent range and algorithm stability.

    数值实验结果表明,这种算法不仅有效克服了割线法的缺陷,而且收敛速度、收敛范围和算法的稳定性也得到明显提高。

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