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参数     
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  parameters
    Spatial Probabilistic Characteristics of Geotechnical Parameters and Probability Analysis of Consolidation of Soft Clay Ground
    土工参数空间概率特性及软粘土地基固结概率分析
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    Theory on Parameters Identification of Foundation, Structure, and Foundation-Structure Interaction System
    地基、结构及其相互作用系统参数识别理论
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    Study on Size Effects and Mechanical Parameters of Concrete
    混凝土尺寸效应理论研究与断裂参数分析
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    Study on Technologies of Artificial Simulation of Multiple Environment Parameters
    多环境参数人工模拟技术研究
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    A Study on Seepage Theory Model and Its Parameters in Rock Mass
    岩体渗流的理论模型及其渗流参数确定
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  parameter
    Constitutive Model of Structured Clays and Study of Parameter Determination
    结构性粘土本构模型与参数测定研究
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    Study on Mechanical Parameter of Bedded Rock Mass Slope Engineering
    层状岩体边坡工程力学参数研究
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    Study on Dynamics and Parameter Optimization Method of a Traction Elevator System
    曳引电梯系统动态理论及动力学参数优化方法研究
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    Application Study on Fracture Failure Criterion and Parameter Measurement of Frozen Soil
    冻土断裂破坏准则与参数测试及其应用研究
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    Selection of Mathematical Model, Analytic Method and Parameter for Pore Pressure on the Earth Dams Built by Dumping Soils into Ponded Water
    水中填土坝孔隙压力的计算模型、解析方法与参数选取
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  parametric
    Theoretical and Parametric Studies of the Plane Rigid-cable Structures
    关于平面劲性索结构的理论研究与参数分析
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    Applying elastic theory and Galerkin’s method, the nonlinear dynamical equation of a beam externally excited on the Winkler foundation in temperature field is established. By means of the method of multiple scales the approximation solation of primary Parametric resonance of the system is obtained.
    应用弹性理论和Galerkin方法建立Winkler地基梁在温度场中受简谐激励作用的非线性动力方程,应用非线性振动的多尺度法,求得系统主参数共振的近似解。
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    A Lumped Parametric Model for Nonlinear Soil Structure Interaction
    土-结构体系非线性集中参数模型
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    DEVELOPMENT OF 3 DIMENSION PARAMETRIC DRAWING APPLICATION SOFTWARE BASED ON AutoCAD PLATFORM
    基于 AutoCAD 平台的三维参数绘图应用软件的开发
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    PARAMETRIC STUDIES OF TMD SYSTEMS IN VIBRATION CONTREL OF SINGLE LAYER SPHERICAL SHELLS
    TMD系统在单层球壳振动控制中的参数分析
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  cushion parameters
    To design a suitable cushion of a composite ground,a new failure model of cushion is proposed. A relationship between the parameters of the cushion and pile soil stress ratio is given,which is helpful to the choice of the cushion parameters in the design of a composite ground with rigid piles.
    为合理设计刚性桩复合地基中的垫层 ,对垫层的破坏模式进行了探讨 ,并建议了垫层的一种破坏模式 ,同时给出了桩土应力比与垫层参数之间的关系式 ,为刚性桩复合地基设计中垫层参数的选取带来帮助。
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      parameters
    The essential dimension is a numerical invariant of the group; it is often equal to the minimal number of independent parameters required to describe all algebraic objects of a certain type.
          
    We show that the structure of a block outside the critical hyperplanes of category O over a symmetrizable Kac-Moody algebra depends only on the corresponding integral Weyl group and its action on the parameters of the Verma modules.
          
    Quantitative parameters in an analog of the Beurling-Pollard theorem differ from those for A.
          
    Quantitative parameters in an analog of the Beurling-Pollard theorem differ from those for A.
          
    In this article we consider the question when one can generate a Weyl- Heisenberg frame for l2(?) with shift parameters N, M-1 (integer N, M) by sampling a Weyl-Heisenberg frame for L2(?) with the same shift parameters at the integers.
          
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      parameter
    In the second example, we obtain a proof of the Chalyh-Veselov conjecture that the Calogero-Moser system with integer parameter is algebraically integrable, using the results of Felder and Varchenko.
          
    The quantum toroidal action on the Fock space depends on a certain parameter κ.
          
    We find that with a specific choice of this parameter, the action on the Fock spaces gives rise to the toroidal action on irreducible level-1 highest weight modules of the affine quantum algebra.
          
    Similarly, by a specific choice of the parameter, the level (1,0) vertex representation of the quantum totoidal algebra gives rise to a structure on irreducible level-1 highest weight-modules.
          
    As a consequence, there is either a unique set, or an (almost) unique two-parameter set of Weyl group invariant quantum zonal spherical functions associated to an irreducible symmetric pair.
          
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      parametric
    We consider 3-parametric polynomialsPμ*(x; q, t, s) which replace theAn-series interpolation Macdonald polynomialsPμ*(x; q, t) for theBCn-type root system.
          
    We also prove a binomial formula for 6-parametric Koornwinder polynomials.
          
    As a consequence this also holds for all functions or curves obtained as the limit of this procedure, such as the Bernstein polynomials, Bézier and spline parametric curves, etc.
          
    An algorithm is derived for determining such a set of perturbation polynomials which are subject to certain constrains at the endpoints of a prescribed parametric interval and minimized in a certain sense.
          
    In this paper, the estimation method based on the "generalized profile likelihood" for the conditionally parametric models in the paper given by Severini and Wong (1992) is extended to fixed design semiparametric nonlinear regression models.
          
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    ~~

    本文系研究紡織厂中具有横向条縫形出风口的等截面风道的均匀送风問題。根据研究的結果,提出了計算上述风道的新方法。由此,井从理論上对风道的最大長度問題作了探討。此外笔者曾进行了风道的模型試驗,获得了条縫形出风口系数的若干数据,并找得了保証上述风道均匀送风的决定参数

    ~~

    本文给出了钢筋混凝士水工结构的抗裂性计算公式(裂缝出现及裂缝扩展),推导这些公式时,采用了下述新的条件:1.受拉区应力图形为梯形,这个图形更符合于大截面水工结构应力分布状态;2.根据我们研究结果取用了 (R_(P_0))/(R_P)=a=(1+(30/h))(1+(μ_1/d))的新关系;3.受拉钢筋计算成混凝土截面时,取用 np=(σ_a)/(R_P),σ_a=εpaE_a,并根据大连工学院及国外的试验资料,给出了εp=0.6Rp[1+0.3((μ_1/d))~2]10~(-5)的新关系.根据上述应力图及新的参数,推导了在力距及偏心力作用下的工字形、T 形、Ⅱ形及矩形截面的抗裂性计算公式.在此基础上,给出了计算水工钢筋混凝土结构裂缝扩展宽度的方法.本文提出的这些成果,可供制订我国水工混凝士及钢筋混凝土结构设计规范的参考.

    ~~

    定向爆破是一种多快好省的筑坝方法,设计中正确确定炸药用量及合理选择爆破参数,对定向爆破效果及安全、经济都有很大影响.本文分析了现有由水平平直边界面向上抛掷爆破条件得出的经验和理论公式,认为与—般定向爆破在斜坡地面上进行的情况不同,往往给出偏大的药量,且使爆破达不到预期效果.文中根据功能平衡理论,提出了新的药量计算理论公式(式18),适于斜坡定向抛掷爆破筑坝的具体情况.此外,还提出用现场小型爆破试验决定装药量的方法.并对 k,n 值的合理选择方法进行了讨论.

     
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