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clamped beams
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  “clamped beams”译为未确定词的双语例句
     The dynamic response processes of clamped beams andcircular arches subjected to projectile impact are recorded by using high-speed ca- mera. The experimental results show that the compressive instability is possible for a beam during its recovery phase.
     本文采用高速摄影机记录了直梁与圆拱在子弹撞击下的动力响应过程,结果表明:直梁在反弹时有可能发生压缩失稳,从而导致梁的非对称变形.
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  相似匹配句对
     EXPERIMENTS ON THE CLAMPED IMPERFECT BEAMS SUBJECTED TO IMPACT
     含缺陷的固支梁受冲击载荷作用的实验研究
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     An Analytical Model for Pull-in Voltage of Doubly-Clamped Multi-Layer Beams
     两端固支多层梁吸合电压的解析模型
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     Progress in Hollow Beams
     空心光束的研究进展
短句来源
     Study on CVL beams
     铜蒸气激光光束的研究
短句来源
     The Experiments of Gain-clamped SOA
     增益钳制半导体光放大器的实验研究
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  clamped beams
In the case of clamped beams a related nonlinear eigenvalue problem is formulated and solved by means of a perturbation technique.
      
The solutions to test problems are compared with three-dimensional solutions and with experimental results for simply supported and clamped beams of different composite structure.
      
The bending of clamped beams made of materials with low resistance to shear
      
Three-to-One Internal Resonances in Parametrically Excited Hinged-Clamped Beams
      
Three-to-One Internal Resonances in Hinged-Clamped Beams
      
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In this brief paper the computation formulas for the improved component mode synthesis of free-interface are derived with a clear conception of mechanics and by means of a simple and convenient procedure. Using an example for clamped beam, the validity of these formulas is tested.

本短文以清楚的力学概念,用简便的方法导出了改进的自由界面部件模态综合法的计算公式,并用固支梁算例检验了公式的正确性。

Based on the theory of Timoshenko's beam, the governing equations of buckling of laminated beam are established by using the method of laminating stiffness and Hamilton's principle. These governing equations are applied to solve buckling problems of simple-supported and elamped-clamped beam. The numerical results presented in this paper are satisfactory. The conclusions are obtained that the buckling loads of beams are always smaller than the effective shear stiffness C in despite of...

Based on the theory of Timoshenko's beam, the governing equations of buckling of laminated beam are established by using the method of laminating stiffness and Hamilton's principle. These governing equations are applied to solve buckling problems of simple-supported and elamped-clamped beam. The numerical results presented in this paper are satisfactory. The conclusions are obtained that the buckling loads of beams are always smaller than the effective shear stiffness C in despite of the boundary conditions of beams.

本文在铁摩辛柯梁理论基础上,利用迭合刚度方法及Hamilton原理建立了层合梁屈曲问题控制方程,并用此控制方程求解了在具体边界条件下层合梁的屈曲问题,得出了无论在什么边界条件下层合梁的最小屈曲载荷不会大于等效剪切刚度系数C的结论.

In this paper the ultimate load capacity of impacted steel jacket is studied in detail. On the base of the duality theorem in the limit analysis of structures, the limit load of cylindrical shell is obtained by the variational method and the limit loads of spatial frames are computed by a successive approximation-penalty linear programming. Meanwhile the forcedisplacement formulas of clamped beam with linear kinematic hardening material and variable cross section are deduced. Thereafter a general analysis...

In this paper the ultimate load capacity of impacted steel jacket is studied in detail. On the base of the duality theorem in the limit analysis of structures, the limit load of cylindrical shell is obtained by the variational method and the limit loads of spatial frames are computed by a successive approximation-penalty linear programming. Meanwhile the forcedisplacement formulas of clamped beam with linear kinematic hardening material and variable cross section are deduced. Thereafter a general analysis and computation for three kinds of deformations in the impacted jacket with an example is presentedin the paper by the above principle and methods, and the plastic energy obsorbed by the jacket has been estimated approximately.

本文较全面地分析了近海钢质固定平台受碰撞时的承载能力。从塑性力学极限理论中的上下限定理的对偶原理出发,作者提出用对偶变分原理求解圆柱薄壳极限载荷的新理论,提出用逐步逼近-惩罚线性规划求解空间刚架的极限载荷的新方法。作者也推导了变截面、线性运动强化材料的两端刚固梁的力-位移计算公式。最后全面地综合分析和计算了平台结构受碰撞时的三种变形(腿柱局部变形,腿柱总变形及整个平台的变形),从而获得平台的塑性变形能。本文为设计师进行固定平台的碰撞直接设计提供了可靠的理论根据和有效的计算方法。

 
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