本文提出了一种动力响应分析的子结构方法。
A substructuring method for structural dynamic response analysis is presented in this paper.
基于结构动力响应分析的状态方程,建立了迭代计算格式。
Based on state equation for structural dynamic response, the iteration computing scheme is established.
非线性工程结构对随机载荷的动力响应分析是当前工程界十分关心的问题。
The analysis of dynamic repose by non-linear engineering structure to random load receives much condemn in the current engineering circle.
计算结果表明,论文提出的一般集中参数模型有望改进基础动力响应分析。
It is expected that the general lumped-parameter model will improve the dynamic foundation design.
本文主要对这种结构的动力性能进行研究,包括动力特性和动力响应分析。
The work of this paper is just developed under the background. 1. FEA method for dynamics and calculating models for the structure.
给出的特征值问题算例证明了这种模型的有效,可推广应用于非线性动力响应分析。
Given examples show that the eigenvalue analysis is successful and it can be extended to the nonlinear dynamic response analysis involved large displacement and rotation.
讨论了精细积分法的存储需求问题,指出级数解更适合计算大型结构的动力响应分析。
Storage requirements of precise integration method were discussed. Series solution of the method suits dynamic response analysis of large-scale structures much better than other methods.
此外,储油罐的晃动模型与简单质量点模型对结构动力响应分析结果的影响基本相同。
Moreover, each model of storage tank almost has the same influence on platform structure. 4:Optimization is carried out with performance objectives of the platform as the restraints.
由于膜材只能受拉不能受压以及大变形小应变的特点,其设计中动力响应分析是难点之一。
Dynamic response analysis of tensioned cable and membrane structure is one of difficulties of structure design because of its tensioned-only, large deformation and small strain property.
结果表明,移动荷载作用下柔性路面的动力响应分析方法结果正确,计算简单,便于应用。
The results show that the method to analyze the dynamic response in the flexible pavement under moving load presented in this paper is correct, simple and convenient for application.
针对随机压电智能桁架结构研究了基于概率的结构闭环控制系统动力响应分析模型与方法。
The problems of dynamic response analysis of closed loop control system based on probability for the random intelligent truss structures are studied.
本文在前人研究的基础上进行了预应力索桁架点式玻璃幕墙整体结构体系的动力响应分析。
This text has done the dynamic analysis of the whole curtain wall structure system on the basis of the forefathers' studys.
采用粘-弹性人工边界条件应用于重力坝的动力响应分析中,解决了波在边界上的反射问题。
Under the viscous-spring artificial boundary condition, the input method of seismis wave from the artificial boundary is compared with that from the surface of the dam foundation, and ther.
采用ANSYS结构分析软件,对闸坝结构和地基进行三维有限元静力分析和动力响应分析。
The structure of dam and foundation was analyzed in terms of 3-dimentional finite element static analysis and kinetic reaction analysis by ANSYS software.
针对随机参数压电智能桁架结构研究了基于概率的结构闭环控制系统动力响应分析模型与方法。
The problems of dynamic response analysis of closed loop control system based on reliability for the intelligent truss structures with random parameters were studied in this paper.
在不同地震波作用下,将动液压力解析解与地震荷载同时作用于储罐外墙,进行动力响应分析。
Under the action of the different seismic waves, the analytic solution dynamic fluid pressure and seismic loads acting on the tank wall at the same time to carry out dynamic response analysis.
简述了岩质陡高边坡地震动力响应分析的基本原理与计算方法,建立了评价稳定性的计算公式。
This paper gives the basic theory and computation method of high? Steep rocky slope under earthquake loads and the formulae for evaluating slope stability.
本文对齐地表的竖井结构。在地表受到冲击波作用时的动力响应分析。提供了一种解析的方法。
In this paper, an analytical method is presented for calculation of the dynamic response of shaft structure subjected to shock waves.
针对车辆动荷载作用下黄土暗穴对路基稳定性的影响,运用有限元方法对其进行了动力响应分析。
Aiming at the subgrade stability problem influenced by hidden holes in loess under dynamic load of vehicles, dynamic response analysis was performed by finite element method.
本文用时域边界积分方程提出研究半球形核反应堆安全壳在爆炸冲击波作用下动力响应分析的计算模型。
This paper is concerned with the transient responses of semisphere containment structure of nuclear reactor to a blast wave by the boundary element method in time domain.
本文建立了一种新的数值方法——有限体积法进行悬索的大挠度(几何非线性)静力分析和动力响应分析。
In this thesis a new numerical method - the finite volume method is developed to achieve the static and dynamic large-deflection response analysis for suspension cables.
采用激光测速仪测量子弹速度,动态应变仪和TDS420 A数字示波器记录应变时程曲线进行动力响应分析。
The data of bullet velocities and time history curves of strain were recorded respectively by laser setup, high dynamic strain indicator and TDS420A oscilloscope.
为在时域进行大型结构的气动弹性动力响应分析,必须首先模拟该结构所受到的气动荷载或所处自然风场的时间历程。
To carry out the dynamic response prediction of a large structure subjected to a stochastic wind field in time domain, it is required to simulate time histories of wind loads or the wind field.
在进行大型复杂结构的动力响应分析时,通过考虑局部效应,可在计算模型大大简化的同时,获得较为精确的计算结果。
In dynamic analysis of large-scale complicated structures, the computational model is greatly simplified by considering local effect. Moreover, the accuracy of results is also enhanced.
考虑地震荷载特征及地下洞室的特点,利用动力时程分析法,对金沙江两家人水电站地下厂房洞室进行地震动力响应分析。
The dynamic time-history response analysis method is used to analyze the dynamic stability of Liangjiaren Hydropower Station on the Jinsha River.
本文把现代控制理论中的状态空间理论应用到高层建筑结构动力响应分析中,提出了状态空间迭代法分析高层建筑结构动力响应问题。
In this paper, the state space method in modern control theory has been presented with the state space iteration method used for the analysis of dynamic response of tall building structures.
因此,开展随机海洋环境下海上风机结构的动力响应分析对确保风机结构安全具有重要的意义,并对海上风力发电事业具有重大的实际应用价值。
Therefore, it is of significance to study dynamic response analysis of the offshore wind turbine structures in stochastic Marine environment and ensure safety of wind turbine structures.
本文给出拖拉机-拖车系统结构动力特性与随机振动响应分析的实用计算方法。
In this paper, the methods of dynamic characteristic and random vibration response analysis for the structure of tractor-trailer system are presented.
本文给出拖拉机-拖车系统结构动力特性与随机振动响应分析的实用计算方法。
In this paper, the methods of dynamic characteristic and random vibration response analysis for the structure of tractor-trailer system are presented.
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