analysis of structures是什么意思，analysis of structures的意思翻译、用法、同义词、例句

n. 结构分析

Basic theory of safety analysis of structures under construction had been built.

为分析结构在施工过程中的安全性提供了理论工具。

This paper presents a mathematical and mechanic model for non-linear dynamicstability analysis of structures on the basis of Liapunov's stability criteria.

在李雅普诺夫稳定性准则的基础上导出了求解结构非线性动力稳定性分析的数学-力学模型。

The critical factor in structural earthquake-resistance design, the research on dynamic properties of concrete is recognized to be 'bottleneck' for dynamic analysis of structures.

目前，对结构抗震设计和计算中的关键因素——混凝土动力特性的研究已成为结构动力分析公认的“瓶颈”。

The meteorological parameters, such as solar radiation, temperature difference and wind velocity are boundary conditions in temperature effect analysis of structures.

在结构温度作用计算中需气象参数作为其边界条件，主要有日照辐射、气温日较差、风速这三个参数。

In this paper, a constitutive function in form of integration is presented for a nonlinear analysis of structures of linear elements.

本文提出了一个用于杆系结构非线性分析的积分本构函数。

The problem of stability in the numerical integration schemes of nonlinear dynamic analysis of structures is discussed by using matrix and norm theory on a rigorous and complete basis in this paper.

本文在严格、完整的基础上，利用矩阵范数理论研究了结构非线性动力分析中数值积分格式的稳定性问题，给出了判别单自由度非线性动力方程积分格式稳定性的一般数学准则。

A incremental virtual work equation, which is suitable for geometric nonlinear analysis of structures, is derived in this paper.

本文从适用于几何非线性分析的增量形式的虚功方程出发，建立了有限元计算公式。

In the finite dynamic element method, the dynamic characteristics. of struture is included the function matrix in order to improving the accuracy of the dynamic analysis of structures.

动态有限元法将结构的动态特性引入单元性态中，以结构的动特性为基础来构造位移形函我，从根本上改变单元性质，使之成为结构动态分析的高精度单元。

The displacement spectrum Velocity spectrum and acceleration spectrum can be employ as design criteria in dynamic response analysis of structures.

计算得到的谱位移、谱速度和谱加速度为抗震设计提供了比较可靠的依据。

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。

The bifurcation buckling analysis and coupled vibration analysis of structures with the influence of initial stresses taken into account.

对有初始膜（轴）内力的结构，考虑几何刚度阵对结构原刚度阵的影响，进行了分歧屈曲分析和自由振动分析。

As a converse problem of the dynamic analysis of structures, the design of structure parameters to meet the requirements of the prescribed dynamic characteristics is studied in the paper.

作为结构动力学分析的一个反问题，本文研究为使系统的动力特性满足设计要求如何进行结构参数设计的问题。

An extension of the reverberation matrix method is made to transient analysis of structures with MTMD.

回传矩阵法自提出以来已被成功应用于平面桁架结构和层状介质的瞬态响应分析中。

The epoch-making event was preceded by a long history in statics, the analysis of structures in equilibrium.

对力的平衡进行结构分析，是静力学漫长历史中具有划时代的事情。

Based on the stochastic boundary element method(SBEM), the general steps are developed forrelisbility analysis of structures.

本文基于随机边界元法建立了随机结构可靠性分析的一般步骤。

Generally , only the plastic failure mode is considered in system reliability analysis of structures.

在一般结构系统可靠性分析中往往只考虑构件塑性破坏的单一模式。

This method makes it possible to apply the response spectrum to the seismic reliability analysis of structures subjected to mult.

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。

The application of transfer matrix method is extended from eigen value analysis of structures to the earthquake response analysis in frequency domain in this paper.

本文将传递矩阵法的应用范围由结构的固有振动分析推广到频域内的地震反应分析。

This paper gives a large displacement analysis of structures by using partial updated Lagrangian method.

运用部分修正拉格朗日法对结构的大位移进行分析。

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。

Modular design frame based on the static anddynamic analysis of structures with finite element method(FEM) is proposed.

提出了基于结构有限元静、动态特性分析的模块化设计的框架；

Based on shaking table test, the paper analyses the elastoplastic time-history of the structure with SSC, using Nonlinear Dynamic Analysis of Structures in 2 Dimensions based on model of bar systems.

本文根据振动台试验，采用基于杆系模型的平面结构弹塑性地震响应分析程序对异形柱结构进行弹塑性时程反应分析。

The history of application and development, the theo-ritical models used in elastoplastic response analysis of structures and the prospect of the mathematical programming technique are described.

叙述了它的应用发展历史，总结了数学规划方法解结构弹塑性反应的理论模型，指出了数学规划技术在结构反应分析中的发展前景。

The paper deals with the problem of limit analysis of structures of combined axisymmetrical thin shells of revolution.

本文研究旋转轴对称组合壳体结构的极限分析问题。

n.|structural analysis/texture analysis;结构分析