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作用下     
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  under
    Study on Behavior of Battered Piles under Inclined Load
    倾斜荷载作用下斜桩基础工作性状研究
短句来源
    Study on Pile-Soil-Superstructure Elasto-plastic Dynamic Interaction under the Horizontal Earthquake Action
    水平地震作用下桩—土—上部结构弹塑性动力相互作用分析
短句来源
    Study on Grout Diffusion Theory and Experiments under Static or Dynamic Loading
    静动力作用下浆液扩散理论与试验研究
短句来源
    Study on Mechanical Behaviors of Buried Pipelines under Traffic Loads
    交通荷载作用下埋地管道的力学性状研究
短句来源
    Study on Deformation Charicteristics and Stability of Bedding Slope under Earthquake
    地震荷载作用下顺层岩体边坡变形特征及稳定性研究
短句来源
更多       
  subjected
    Study on Reliability of Offshore Platform Structures Subjected to Accidental Disaster
    海洋平台结构在偶然灾害作用下的可靠性研究
短句来源
    Study on Dynamic Response of Structures and Ground Subjected to Moving Loads
    移动荷载作用下结构与地基动力响应特性研究
短句来源
    Durability and Service Life Prediction of Concrete Subjected to the Combined Action of Freezing-Thawing, Sustained External Flexural Stress and Salt Solution
    冻融循环与外部弯曲应力、盐溶液复合作用下混凝土的耐久性与寿命预测
短句来源
    DYNAMIC RESPONSE OF A SINGLE PILE SUBJECTED TO WAVE FORCES
    单桩在波浪作用下的动力响应
短句来源
    Simplified Calculation of Elastoplastic Story Drift Responses of Multistory Shear Type Structures Subjected to Earthquakes
    地震作用下多层剪切型结构弹塑性位移反应的简化计算
短句来源
更多       
  subjected to
    Study on Reliability of Offshore Platform Structures Subjected to Accidental Disaster
    海洋平台结构在偶然灾害作用下的可靠性研究
短句来源
    Study on Dynamic Response of Structures and Ground Subjected to Moving Loads
    移动荷载作用下结构与地基动力响应特性研究
短句来源
    Durability and Service Life Prediction of Concrete Subjected to the Combined Action of Freezing-Thawing, Sustained External Flexural Stress and Salt Solution
    冻融循环与外部弯曲应力、盐溶液复合作用下混凝土的耐久性与寿命预测
短句来源
    DYNAMIC RESPONSE OF A SINGLE PILE SUBJECTED TO WAVE FORCES
    单桩在波浪作用下的动力响应
短句来源
    Simplified Calculation of Elastoplastic Story Drift Responses of Multistory Shear Type Structures Subjected to Earthquakes
    地震作用下多层剪切型结构弹塑性位移反应的简化计算
短句来源
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  under action of
    AXIAL DYNAMIC RESPONSE ANALYSIS OF PILE FOUNDATION IN LAYERED ELASTIC SOIL UNDER ACTION OF SEISMIC AND SHOCK LOADINGS
    分层弹性地基中桩基础在地震与冲击荷载作用下的轴向动力反应分析
短句来源
    LATERAL SEISMIC RESPONSE ANALYSIS FOR END-BEARING PILE UNDER ACTION OF CONSTANT AXIAL FORCE
    端承桩在常轴力作用下的地震反应分析
短句来源
    Fuzzy recognition theory for liquefaction potential of light loam under action of earthquake
    轻亚粘土在地震作用下液化程度模糊识别理论
短句来源
    Study of Calculation of Deflection of Composite Girders under Action of Negative Moments
    负弯矩作用下结合梁挠度计算方法研究
短句来源
    Finite element analysis for slope stability of dam model under action of sinusoidal wave
    正弦波作用下模型坝的有限元边坡稳定分析
短句来源
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      under
    We show that wonderful varieties are necessarily spherical (i.e., they are almost homogeneous under any Borel subgroup ofG).
          
    We study certain naturally-defined analytic domains in the complexified groupHC which are invariant under left and right translation byH?.
          
    As an example of how this can be used, we show that the ring of invariants (under the adjoint action of SL (3)) ofg copies ofM3 is C-M.
          
    In this paper, we prove three types of rigidity results related to CAT(-1) spaces, namely the rigidity of the isometric actions on CAT(-1) spaces under the commensurability subgroups, the higher rank lattices and certain ergodic cocycles.
          
    As an application, under the same assumption on the transitive group, we show that weakly symmetric spaces are precisely the homogeneous Riemannian manifolds with commutative algebra of invariant differential operators.
          
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      subjected
    Rosin glycerin ester and its bromide were prepared from natural renewable rosin, glycerin and liquid bromine which were first subjected to an esterification reaction, followed by an addition reaction.
          
    Eleven protein spots were subjected to mass spectrometry (MS) analysis and seven proteins were identified by peptide mass fingerprinting (PMF).
          
    Initiation and propagation laws of the glass cracks in specimens subjected to normal loading under the action of symmetric wedge
          
    To improve the machining precision of part surfaces and to facilitate tool design and cutting parameter selection, the initiation and propagation laws of glass cracks in specimens subjected to normal loading by symmetric wedges were investigated.
          
    The thermal deformation problem in the continuous casting of a slab subjected to thermal loading because of the temperature gradient along the solidified shell thickness is investigated.
          
    更多          
      subjected to
    Rosin glycerin ester and its bromide were prepared from natural renewable rosin, glycerin and liquid bromine which were first subjected to an esterification reaction, followed by an addition reaction.
          
    Eleven protein spots were subjected to mass spectrometry (MS) analysis and seven proteins were identified by peptide mass fingerprinting (PMF).
          
    Initiation and propagation laws of the glass cracks in specimens subjected to normal loading under the action of symmetric wedge
          
    To improve the machining precision of part surfaces and to facilitate tool design and cutting parameter selection, the initiation and propagation laws of glass cracks in specimens subjected to normal loading by symmetric wedges were investigated.
          
    The thermal deformation problem in the continuous casting of a slab subjected to thermal loading because of the temperature gradient along the solidified shell thickness is investigated.
          
    更多          
      under action of
    This method was developed for studying systems in which only slight particle orientation is possible under action of an external electric field.
          
    In the simple model of massive vector field in a flat spacetime, we derive the kinetic equation of non-Markovian type describing the vacuum pair creation under action of external fields of different nature.
          
    The motion of magnetic flux quanta (fluxons) in long Josephson junctions (LJJ) under action of direct and random currents is under investigation.
          
    Studies of the PN level and dynamics of Ca2+ in EAT cells during activation by ATP also revealed the PN leak from mitochondria, which led to a shift in the balance of mitochondrial and cytosolic NAD(P)H under action of FA.
          
    Note, that permanent relief gratings will be formed on a dielectric dye film only as well as in composite cells either with nematic LC or with polymers under action of pulsed laser radiation.
          
    更多          


    ~~

    在现有地震力计算理论中,比较先进而又实用的是苏联新规范(ПСП-101-56)和美国侧力联合委员会所定新规范草案中所规定的方法。但是它们都有缺点。首先,根据这两种理论计算各种建筑物的地震力时,都使用同一个方法。但十分明显,不同类型的建筑物的动力性能是不相同的。因此,其结构计算简图和计算方法也应有所区别。本文将针对其不同特点分别对高层建筑、低层建筑和单层厂房提出了比较合理和实用的计算方法。其次,根据苏联和美国新规范的方法计算的结果,在地震作用下最大加速度沿结构高度的分布曲线将与结构的主要振型曲线成正比,因此在地基处加速度将等于零。这显然也是不合理的。本文详细论证了此一缺点产生的根源。 本文的基本内容曾分别于1957年5月举行的“哈尔滨工业大学土木工程科学讨论会”和1957年12月在中国科学院土木建筑研究所举行的“抗震结构科学报告会”中报告和讨论过。

    This paper describes the results of testing on the meohanical properties of highly com- pressible silt.The testing terms which were conducted are cheifly as following: 1)the relation between the time and the coefficient of lateral pressure at rest of un- disturbed silt under the vertical pressure; 2)the magnitude of the coefficient of lateral pressure at rest of undisturbed silt; 3)the effect of pre-loading on the coefficient of lateral skelton pressure at rest; 4)the relation of void ratio of undisturbed silt...

    This paper describes the results of testing on the meohanical properties of highly com- pressible silt.The testing terms which were conducted are cheifly as following: 1)the relation between the time and the coefficient of lateral pressure at rest of un- disturbed silt under the vertical pressure; 2)the magnitude of the coefficient of lateral pressure at rest of undisturbed silt; 3)the effect of pre-loading on the coefficient of lateral skelton pressure at rest; 4)the relation of void ratio of undisturbed silt with vertical pressure and the relation of void ratio with the sum of tri-axial stresses under the repeated pre-loading condition; 5)the relation between the coefficient of tolal lateral pressure at rest of disturbed silt and water content; 6)the cappillary pressure of silt and its relation with water content; 7)the relation of lateral pressure of silt with time,unit dry weight and water content due to absorbing water.

    本文对于高压缩性淤泥的某些力学性质作了一系列的试验、研究分析和讨论。其中主要包括下列各项:1)原状淤泥在垂直压力作用下的总静止侧压力系数与时间的关系;2)原状淤泥的侧压力系数的大小;3)预压对骨架静止侧压力系数的影响;4)原状淤泥在多次预压条件下的孔隙比与垂直压力的关系,以及孔隙比与三向应力之和的关系;5)扰动淤泥的总静止侧压力系数与含水量的关系;6)淤泥的毛细管压力,它与含水量的关系;7)淤泥受水浸湿而产生的侧向压力,其与时间的关系,与干容重的关系以及与含水量的关系。

    In the engineering constructions the orthotropic continuous rectangular plates are often used. For instance, in a reinforced concrete building, the floor system consists of continuous rectangular plates supported by cross beams, and in ship building we often use the continuous rectangular glued plates. In analysing the stresses, theory which is derived for continuous isotropic rectangular plates is adopted. The results obtained is evidently different from the actual state, because the distribution of stress...

    In the engineering constructions the orthotropic continuous rectangular plates are often used. For instance, in a reinforced concrete building, the floor system consists of continuous rectangular plates supported by cross beams, and in ship building we often use the continuous rectangular glued plates. In analysing the stresses, theory which is derived for continuous isotropic rectangular plates is adopted. The results obtained is evidently different from the actual state, because the distribution of stress is much effected when the plate has different elastic properties in different directions, In this paper is presented a method of calculation, which takes into account the orthotropic properties of the materials. The results thus obtained will certainly much better approximate to the reality than when the classical theory is used. This paper contains the following items: 1. The bending of orthotropic continuous rectangular plates under loads normal to the plate. 2. The bending of orthotropic continuous rectangular plates under loads normal to the plate together with tensile forces acting in the plane of the plate. 3. The bending of orthotropic continuous rectangular plates under loads normal to the plate together with compressive forces acting in the plane of the plate. 4. The bending of orthotropic continuous rectangular plates. on elastic foundation. 5. The elastic stability of orthotropic continuous rectangular plates 6. The vibration of orthotropic continuous rectangular plates. For the first four items, we get a governing equation which connects the bending moments above three successive supports. For example, for the third case, we have: Several mumerical examples are included to illustrate the thoretical results obtained.

    各向异性连续矩形板是常用的一种工程结构。例如在钢筋混凝土房屋建筑物中,楼板部份即是由交叉梁支持的连续矩形板构成的,在船舶构造中亦广泛应用着腰合的连续矩形板。在分析应力时,常应用迦遼金由各向同性连续矩形板所导出的理论,但其结果与实际情况很有出入,因为当在板的不同方向具有不同弹性性质时应力的分布即受到影响,本文提供一种考虑材料各向异性性质的计算方法。其所得结果较用古典的迦遼金理论当更接近实际情况 本文包括下列诸部分: (1)在垂直于板面的荷载作用下正交各向异性连续矩形板的弯曲; (2)在板平面内有张力及垂直于板面的载荷共同作用下的正交各向异性连续矩形板的弯曲; (3)在板平面内有压力及垂直于板的荷重共同作用下的正交各向异性连续矩形板的弯曲; (4)在弹性地基上的正交各向异性连续矩形板的弯曲; (5)正交各向异性连续矩形板的稳定; (6)正交各向异性连续矩形板的振动, 对于前四部份,本文作者得出了三弯矩方程式。文中并列举了数字例子。

     
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