1、

The finite dynamic element method fo free vibration analysis of structures

结构固有振动分析的动态有限单元法

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2、

Random vibration response analysis of structures with interlayer seismic isolation

层间隔震结构的随机振动响应分析

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3、

Limit analysis of structures under multi& loading systems

多组载荷作用下结构的极限分析

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4、

JC Method for Reliability Analysis of Structures with Truncated Distribution Variables

变量分布截尾下可靠度计算的JC法

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5、

In this paper, formulations of support variations for the plane frame structures are presented by using Moors-Penrose inverse theory. This method can be used in analysis of structures.

利用Moors-Penrose道理论,得到了平面刚架结构支座变化的显式公式,可用于结构分析。

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6、

One method for reliability analysis of structures with resistance change with time considered is presented and compared to the methods given by the current building code and the equal resistance method.

给出一种抗力随时间变化时结构可靠度分析的方法,并且与现行规范的方法和等效抗力方法进行了比较。

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7、

Force analysis of structures with viscoelastic dampers

设有粘弹性阻尼器的结构体系的受力分析

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8、

This method makes it possible to apply the response spectrum to the seismic reliability analysis of structures subjected to multi-support excitations.

这可以将反应谱方法推广应用到多点激励结构的抗震可靠度分析中。

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9、

Analysis of Structures and Physical and Mechanical Properties of 7 Multi-layer Floor Types

七种多层地板的结构和物理力学性能分析

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10、

The theoretical formulae have important practicality in dynamic plastic analysis of structures.

文中所推出的理论公式,对结构的塑性动力分析具有重要意义。

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11、

The parameters of random model of ground motion given in this study provide relatively reliable and accurate earthquake motion input for stochastic seismic response analysis of structures.

最后给出了规范各种工况下的地面加速度功率谱参数值,为随机抗震计算分析提供了依据。

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12、

failure analysis of structures with strong discontinuity

结构强间断破坏分析

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13、

By means of member-storey model, a new method is proposed to study the time-history reliability of aseismatic structures under frequent earthquake. The improved pseudo variable method for static reliability analysis of structures, finite element techniques and time-history analysis are adopted in the new method.

采用杆系-层模型,将计算结构静力可靠度的改进虚拟变量法与常规有限元法及时程分析法相结合,建立了小震作用下结构时程可靠度分析方法。

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14、

The elastoplastic time history analysis of structures with fuzzy hybrid control

模糊混合控制结构体系的弹塑性时程分析

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15、

An improved arc length method for searching pre defined load levels in nonlinear analysis of structures

结构非线性分析中求解预定荷载水平的改进弧长法

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16、

The decision-making method of the model is based on the initial cost analysis and the earthquake loss analysis of structures.

该模型的决策方法以结构初始造价增量分析和地震经济损失分析为基础。

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17、

Hybrid Changeable Basis Galerkin Technique for Nonlinear Analysis of Structures

分析结构非线性问题的杂交可变基Galerkin方法

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18、

In practical engineering problems, the theories of the design and analysis of structures are always established on the basis of the definite mathematics models.

在工程实际中,结构分析和设计一般都是建立在确定的数学模型基础上的,然而由于结构的复杂性,制造误差和测量的不精确等等因素的影响,结构参数往往是不确定的。

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19、

The Impulse Equation for Dynamic Analysis of Structures

结构动力分析的冲量方程方法

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20、

Large deflection analysis of structures by an improved finite element-transfer matrix method

结构几何非线性分析的一种修正的有限元迁移矩阵法

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