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plate with     
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  钢板
     Practice of Producing Plate with 2.2m in Width on 2350mm×2+2450mm×4 Mill Train in Chongqing Iron and Steel Co.Ltd
     重钢2350mm×2+2450mm×4轧机机组生产宽度2.2m钢板的实践
短句来源
     Study on HQ70 Steel Plate with Yield Strength of 600MPa
     屈服强度600MPa的HQ70钢板的研究
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     Study on Ship Steel Plate with High Strength of 40kg Level Produced by TMCP Technology
     采用TMCP工艺生产40kg级高强度船用钢板的研究
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     CONSTRUCTIONAL STEEL PLATE WITH 500 MPa GRADE
     500 MPa级建筑结构用厚钢板
短句来源
     Wuyang Iron and Steel Co. has supplied customer with about 400 tons of 16MnR-Z25 plate with nine thickness specifications ranging from 20 to 120mm.
     通过试制和生产,舞钢已向需方提供了20~120mm九个厚度规格的16MnR—Z25钢板
短句来源
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  板块
     (2) The collision of the India plate with the Eurasian plate took place before 70 Ma.
     2印度—欧亚板块碰撞的时间早于 70 Ma;
短句来源
     In combination with the previously assumed plate subduction time(408-376 Ma),the collision of Siberian Plate with Kazakstan-Junggar Plate can be limited within the range of 376-334 Ma.
     结合前人厘定的板块俯冲时间(408~376 M a),推测西伯利亚板块与哈萨克斯坦—准噶尔板块的碰撞时限为376~334 M a。
短句来源
     Based on the analysis result of the temperature stress, the load stress and the contraction stress, the maximum plane size of roller-compacted concrete pavement plate with different liner expansion coefficients and contraction coefficients is proposed
     通过温度应力、干缩应力和荷载应力分析,提出干缩系数和热线胀系数不同的碾压混凝土板块的平面尺寸建议值.
短句来源
     Twenty of the 34 papers specialized in deep-seated processes of the collision of the Indian plate with the Eurasian plate.
     而34篇中有20篇论文的注意力更集中于印度板块与欧亚板块相碰撞的深部过程。
短句来源
     A calculation formula on spherical pattern of tide-isostasy model is established by the authors, indicats that for the oceanic crust plate with central angle over 90°,a huge numeral value(with equivalence 108 N)of accumulative force moment in the crustal isostatic movement caused by tide can trigger off relative motion of plate,resulting in earthquake and volcanic eruption.
     潮汐—均衡模式球面模型的计算表明,对于圆心角>90°的海洋地壳板块,潮汐变化产生的地壳均衡运动累加力矩数值巨大,等效应力为108 N,足以形成板块相对运动,诱发地震活动和火山喷发。
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  钢板加
     A posterior column plate with an anterior column screw(S+P)and an anterior column plate with a posterior column screw(P+S)were better than an anterior colmn plate and two posterior column plates on the decreaded contact strees and rised contact area.
     前柱螺钉加后柱钢板 (S+P)、前柱钢板加后柱螺钉 (P +S)较前柱单钢板 (P/none)及后柱双钢板 (none/P× 2 )内固定在降低接触压力、提高接触面积方面优越。
短句来源
     Methods 95 cases of severe comminuted clavicular fractures were treated with 3 different methods:26 cases by reconstruction plate with wire (groupⅠ), 32 cases by improved tension band with wire (group Ⅱ), and 37 cases by tension band with side locking (groupⅢ ).
     方法 对 95例锁骨重度粉碎骨折患者应用 3种方法治疗 :重建钢板加钢丝捆绑 (Ⅰ组 ) 2 6例、改良张力带加钢丝捆绑 (Ⅱ组 ) 32例、带锁边张力带 (Ⅲ组 ) 37例。
短句来源
     Results No infection occurred in the type T plate, type T plate with screw, Type L plate, Type L plate with screw and screws only.
     结果 T型钢板、T型钢板加螺钉、L型钢板、L型钢板加螺钉、螺钉固定 5组术后均未发生感染。
短句来源
     The results indicated that the fixation intensity of cancellous screw and bone stud was the weakest, and that of the dynamic condylar screw was the strongest. The intensity of L type plate and T type plate with the addition of cancellous or cortical compression screw were stronger than that of cancellous screw.
     结果表明 ,动力加压髁螺钉 (DCS)强度最大 ,普通松质骨螺钉加骨栓固定强度最小 ,T型钢板加松质骨加压螺钉同L型钢板强度相近 ,二者均优于松质骨加压螺钉
短句来源
     Conclusion Tension band with side locking is a kind of axial, elastic internal fixation device as a whole, which is better than reconstruction plate with wire and improved tension band with wire.
     结论 带锁边张力带内固定是一种轴性及弹性整体内固定 ,较重建钢板加钢丝捆绑和改良张力带加钢丝捆绑效果好。
短句来源
  板振
     Finite strip-transfer matrix method for vibration analysis of rectangular plate with two opposite simply supported edges
     二对边简支矩形板振动分析的有限条-传递矩阵法
短句来源
     Vibration and Damping Analysis of Stiffened Plate with Viscoelastic Damping Treatment
     敷设粘弹性阻尼的加筋板振动和阻尼分析
短句来源
     Study on Vibration and Sound of Composite Laminated Plate with Delamination
     分层损伤复合材料层合板振动与声特性研究
短句来源
     Study on Power Flow of a Stiffened Plate with Non-Obstructive Particle Damping
     非阻塞性颗粒阻尼加筋板振动功率流的研究
短句来源
     This paper considers an active control on the vibration of a plate with piezoelectric sensor and actuator. The finite element method (FEM) and modal analysis are presented.
     研究了关于具有压电式传感器 (Sensor)和调节器 (Actuator)的板振动的能动控制 ,并用有限元素的方法预测了面板的动态响应。
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  plate with
Different from the previous modeling of a plate with a prescribed large overall motion, the coupling between large overall motion of the system and elastic deformation of the flexible plate is taken into account in the proposed coupling model.
      
The behavior of meniscus is analyzed in the tilting of a plate with various positioning of its rotation axis in relation to the liquid-gas interface.
      
The primary study has been made of flow past a flat plate with gas injection.
      
Boundary layer on a flat plate with strong longitudinal magnetic field
      
Accelerated supersonic motion of a plate with a finite angle of attack
      
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In this paper is presented a method of finding the. reactive moments distributed along the clamped edges of a rectangular plate by means of double sine series. Plate with two opposite edges clamped and the other two opposite edges simply supported, and plate with all four edges fixed are used as illustrative examples; the load being uniformly disdributed. The results we obtained are certainly exactly the same that we had obtained by using the method of superposition. However, the method by the double series...

In this paper is presented a method of finding the. reactive moments distributed along the clamped edges of a rectangular plate by means of double sine series. Plate with two opposite edges clamped and the other two opposite edges simply supported, and plate with all four edges fixed are used as illustrative examples; the load being uniformly disdributed. The results we obtained are certainly exactly the same that we had obtained by using the method of superposition. However, the method by the double series has its advantages, when the loads acting on the plate are discontinous. Besides our method can be easily extended for solving the reactive moments of clamped edges of plates on the elastic foundation and under the combined action of lateral load and uniform compression or tension.

本文提供以双重三角级数解作用于矩形板的固定边的弯矩,以代替通常所用的叠加法。这样,一方面可以不必去解板的弯曲面的偏微分方程;另一方面,当作用于板的荷重并不连续而应用叠加法成为很困难时(因计算一四边简支的板在不连续的荷重作用下的弯曲面实非易事),这双重三角级数的解法仍不失为一有效的途径。 对于在计算上更为困难的一类问题,例如在弹性基础上的矩形板,及垂直有重与作用于板的中间面的拉力或压力共同作用的板,我们仍可用双重三角级数以计算作用于固定边的弯矩。 并且,由于能计算级数的极限和的值,所以上述这方法在运算上很为简单。

In engineering practice, the circumferential edge of a circular plate, aside from being leaned on hinged or fixed support, may happen to be leaned on elastically-clamped support. This paper is to discuss: The bending of the circular plate with elastically clamped edges under parabolic distributeds symmetrical load. To use the principle of superposition to analyze the bending problem of the same plate with a concentrated load at the center. The same problem under other loading.

在工程实际中,圆形薄板之周边除了铰支和固定支座外,还会经常遇到沿板周边为弹性固定支座的情况,本文讨论:(一)周边弹性固定而受有抛物线分布载荷时的弯曲,(二)利用叠加法分析周边弹性固定而受有中心集中荷载时的弯曲问题。(三)其他载荷时的情况。

Circular plates with ring-stiffeners have been used frequently in practice. especially in water supply and sewage engineering st?ctures. Practical experiences point out thatthe use of ring-stiffened circular plate of non-uniform cross section can save more ma-terials than that of uniform section. As yet, however, the analytical procedure becomestoo complex to the designer. In this article the author proposes a method to adopt the so called "No Shear Mo-ment Distribution" to the analysis of ring-stiffened, non-uniform...

Circular plates with ring-stiffeners have been used frequently in practice. especially in water supply and sewage engineering st?ctures. Practical experiences point out thatthe use of ring-stiffened circular plate of non-uniform cross section can save more ma-terials than that of uniform section. As yet, however, the analytical procedure becomestoo complex to the designer. In this article the author proposes a method to adopt the so called "No Shear Mo-ment Distribution" to the analysis of ring-stiffened, non-uniform circular plates. Usingthis new method, the task required to analyze a circular plate with n stiffening ribs isjust the same as to that of a continuous beam having n+1 spans, Solution of differen-tial equations or simultaneous equations are completely avoided. By suitable transformation of the equations given in this paper, the method can alsobe applied to metallic circular plates of nonuniform cross section with ring-stiffeners,o? to the analysis of rotating disks.

具有加劝环肋的圆薄板,在实际工程中常常遇到,特别在给水排水工程结构中用得最多。实际经验指出:在某些情况下,应用变截面的圆板,可以更节省用料,但是这类结构物的分析工作,却也随之变为异常复杂难解了。 本文提出,如何应用结构力学中,近年来获得新发展的一种“无剪力力矩分配法”,来分析具有加劲环肋变截面圆薄板,使带有几个加肋的变截面圆板分析工作量,与一根具有n+1个跨度的连续梁一样简单,完全免去了解微分方程或联立方程式的麻烦。 若将本文各公式略加修改,则完全适用于机械另件设计中的变截面金属圆薄板与旋转圆片应力分析。

 
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