• The internal force of stone arch bridge in the course of cracking at arch foot was computed using the spatial finite beam element method.

    采用空间梁单元对实际的石拱桥拱脚开裂现象进行了有限元模拟分析。

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  • Then this paper introduces the principle and method of finite element dynamic analysis of spatial composite structure like gate.

    介绍了闸门这类复杂空间组合结构有限元动力分析的原理和方法。

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  • The finite element numerical simulation method is an effective method in quantitatively forecasting reservoir structural fractures and determining the spatial distribution of fractures.

    有限元数值模拟法是对储层构造裂缝进行定量预测并确定其空间分布的一种有效方法。

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  • Using a spatial composite finite element method, combining three-dimensional solid element and bar element, the mechanical analysis of a two-span curved PC continuous box girder bridge is conducted.

    采用三维实体单元和杆单元相结合的空间组合有限元方法,对一座两跨曲线预应力混凝土箱形连续梁桥进行空间受力分析。

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  • The catenary theory and geometrical nonlinear finite element method were adopted in determining the dead-load state of self-anchored suspension bridge with spatial cables.

    结合悬链线理论和几何非线性有限元方法,对空间缆索自锚式悬索桥成桥状态的确定方法进行了研究。

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  • The stability of spatial latticed structures is studied by use of nonlinear geometric finite element method.

    利用几何非线性有限元方法研究了空间网壳结构的稳定性。

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  • Spatial analysis of prestressed composite steel-concrete two-way slab with nonlinear finite element method.

    预应力钢-混凝土组合双向楼板的非线性有限元分析。

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  • A nonlinear finite element method considering the slack of cable elements is proposed in this paper for analysis of spatial cable truss structures.

    本文介绍了考虑索单元松弛跟踪的空间索桁结构非线性有限元全过程分析方法。

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  • A nonlinear finite element method considering the slack of cable elements is proposed in this paper for analysis of spatial cable truss structures.

    本文介绍了考虑索单元松弛跟踪的空间索桁结构非线性有限元全过程分析方法。

    youdao

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