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restrained parameter
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     Through the conclusinon of the experience of the destroy of the bottom frame-seismic wall in brisk house in earthquake, this paper, combined with designing practice, proposes the principle of structure horizontal layout, the restrained parameter in this structure system, and in mean time puts forwrd some advises and methods about seismicwall and transition floor.
     通过对底层框架-抗震墙砖房震害经验总结,结合设计实践,提出这类房屋抗震设计中平面布置原则、限制参数等,并就该结构体系对抗震墙、过度楼层等提出一些做法和建议。
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     The Algorithm of the Network Shortest Route Restrained by Parameter-e
     带有e约束的网络最短路算法
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     and b was empirical parameter.
     b为经验常数。
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     estimation of its parameter;
     评定运动模糊的参数;
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     The Tragedy of Restrained Manner
     矜持的悲剧
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     How to select the parameter increment restrained by bow height error and maximum feed speed has been analyzed,too.
     分析了受弓高误差和机床最大进给速度限制的参数增量的选取。
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This paper introduces a unified trigonometric series. It disperses the buckling mode of cylindrical panel by means of undecided coefficient vectors, and defines three elastic boundary restrain parameters on every edge. According to the principles of potential energy and anti-iterative method, the Paper obtains the bifurcation buckling critical load and buckling mode of panel in the case of uniform axial, lateral compression, shearing or all forces loading at the same time. It also discusses the effects...

This paper introduces a unified trigonometric series. It disperses the buckling mode of cylindrical panel by means of undecided coefficient vectors, and defines three elastic boundary restrain parameters on every edge. According to the principles of potential energy and anti-iterative method, the Paper obtains the bifurcation buckling critical load and buckling mode of panel in the case of uniform axial, lateral compression, shearing or all forces loading at the same time. It also discusses the effects of the curvature parameter in some typical boundary conditions and the effects of boundary elastic restricted parameters under elastic boundary condition.

本文利用统一的三角级数,通过待定系数向量将矩形圆柱曲板的屈曲形态离散化,每个边界引入三个弹性边界约束参数,利用位能原理和反迭代法,确定均匀轴压、侧压、剪切及组合加载时曲板的分支屈曲临界载荷和屈曲形态,研究了在一些典型边界条件下曲率参数的影响,以及弹性边界条件时边界弹性参数的影响。

This paper introduces boundary beams to simulate boundary conditions,and has defined four boundary restrain parameters for every edge of a rectangular panel and the range in which the boundary restrains influnce plastic buckling loads of the panel is discussed by the analisis of the magnidude order,based on the fork buckling theory and the strain theory. By means of a unified trigonometric series and energy methods,the authors have studied the elastic plastic buckling of a cylindrical shell under...

This paper introduces boundary beams to simulate boundary conditions,and has defined four boundary restrain parameters for every edge of a rectangular panel and the range in which the boundary restrains influnce plastic buckling loads of the panel is discussed by the analisis of the magnidude order,based on the fork buckling theory and the strain theory. By means of a unified trigonometric series and energy methods,the authors have studied the elastic plastic buckling of a cylindrical shell under arbitrary boundary conditions (unfree edges) and also the effects of curvature,thickness and boundary canstrains on the plastic buckling of panels,by examples.

借助边梁模拟曲板边界条件,对矩形曲板的每一个边界引入四个边界约束参数,基于分支屈曲理论和形变理论,通过数量级分析,讨论了边界约束对曲板塑性屈曲载荷的影响范围;利用统一的三角级数和能量法,研究任意边界条件下(非自由边)圆柱曲板的弹塑性屈曲;通过算例讨论了曲率、厚度及边界约束等参数对曲板塑性屈曲的影响

The volumetric approach (VA) was applied to the fatigue assessment of SAF2205 duplex stainless steel welded joints with two types of geometrical modes, and its feasibility and the effect of the finite element calculation on this method were discussed. It was shown that VA local average stress is an universal fatigue restraining parameter, and the fatigue intension expressed by the local average stress is independent of the joint geometries. For the welded joints, the local average stress is 411.3 MPa,...

The volumetric approach (VA) was applied to the fatigue assessment of SAF2205 duplex stainless steel welded joints with two types of geometrical modes, and its feasibility and the effect of the finite element calculation on this method were discussed. It was shown that VA local average stress is an universal fatigue restraining parameter, and the fatigue intension expressed by the local average stress is independent of the joint geometries. For the welded joints, the local average stress is 411.3 MPa, and the reasonable predicting results can be obtained if the local parameters are calculated by selecting the minimal element size which is 0.14 mm or lower. The results offer the important gist for predigesting the fatigue assessment of welded joints.

应用体积法对SAF2 2 0 5双相不锈钢两种不同形式的焊接接头疲劳强度进行了评定研究 ,对该方法的适用性和有限元计算过程影响因素进行了分析讨论。结果表明 ,对焊态焊接接头 ,体积法局部平均应力Δσave| Ω 参量为具有一定普遍意义的疲劳控制参量 ,对于讨论的两种接头 ,由Δσave| Ω 表示的焊接接头疲劳强度与接头形式无关 ;对SAF2 2 0 5双相不锈钢两种不同形式焊接接头 ,其局部疲劳强度Δσave| Ω=4 1 1 .3MPa ;采用体积法进行疲劳评定时 ,为得到合理的评定结果 ,应选取最小单元尺寸emin≤ 0 .1 4mm进行计算。上述结果为简化焊接接头疲劳评定提供重要依据

 
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