This paper presents the results of a parametric study to investigate the ultimate strength of sleeve reinforced hollow section T-joints subjected to out-plane bending.
对用套管加强的T型管节点在平面外弯矩作用下的极限强度作了参数化分析。
A parametric study of ductility of T beams has been conducted.
在此基础上对T梁的延性进行了参数分析。
A parametric study of the effect of these governing dimensionless parameters is conducted to illustrate the behavior of soil-pile interaction. Some new conclusions are drawn.
利用所得解对桩的振动特性进行了无量纲参数分析，得到了许多新的结论。
A parametric study of the effect of these governing dimensionless parameters is conducted to illustrate the behavior of soil-pile interaction. Some new conclusions are drawn.
利用所得解对桩的振动特性进行了无量纲参数分析，得到了许多新的结论。
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