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response analysis

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响应分析
反应分析
应对分析
答复分析工作
Dynamic response analysis on the mechanical structure of no gyro inertia measuring combination
无陀螺惯性测量组合机械结构的动态响应分析
Conduct a forced response analysis of the structure by including all dynamic forces for the planned operating conditions.
进行结构受迫响应分析,应包含所有计划工况条件下的所有动态力。
Based perturbationmode superposition method, an approach is established for vertical seismic response analysis of prestressed aqueducts.
首先建立了考虑预应力影响的渡槽竖向地震反应分析的变系数微分方程。
In order to achieve the better response analysis of river-spanning bridge, the dynamic water and pile-soil-structure interaction are considered.
为了得到更为符合实际情况的跨江大桥动力稳定性的地震反应分析,在桥梁抗震研究中必须综合考虑动水及桩-土-结构的相互作用。
This led to the development of dynamic response analysis and the introduction of flexural and torsional stiffness criteria.
这导致了动力响应分析的发展,引人了弯曲/扭转刚度准则。
Perform non-linear stress analysis combined with dynamic response analysis for all offshore wind, wave, and seismic load conditions to optimize your structural design.
为所有海洋风力、海浪和地震荷载条件执行非线性应力分析和动态响应分析,从而优化结构设计。
The abovementioned researches have either calculated the contact pressure by building the mathematical model of catenary and then building pantograph-catenary coupling model or used the contact pressure as the external load for dynamic response analysis of catenary, instead of analyzing the fatigue of catenary system based on the pantograph-catenary contact force.
以上已有研究或通过建立接触网的数学模型,进而建立弓网耦合模型计算接触压力,或将接触压力作为外部载荷进行接触网的动态响应分析,并未基于弓网耦合接触力来分析接触网系统的疲劳。
Voltage response analysis for fault transmission line
故障传输线的电压响应分析
Dynamic response analysis for stochastic truss based on full-probability
基于完全概率的随机桁架结构动力响应分析
load the contact pressure obtained through solving the coupling equation of pantograph-catenary onto such model as the external load and perform transient response analysis on the catenary system under the typical condition by taking the perfect method.
将弓网耦合方程求解得到的接触压力作为外部载荷加载到该模型上,采用完全法对接触网系统进行典型工况下的瞬态响应分析。
In the course of the seismic response analysis, considered the influence of the pile-soil interaction, water dynamic effect and traveling-wave effect to the seismic response of the bridge.
在进行地震反应分析过程中,考虑了桩土相互作用、动水作用和行波效应等因素对结构内力和位移反应的影响。
Secondly, we build the finite element model of one anchor section's catenary, perform transient response analysis on the FEM by taking the contact pressure as train working, extract the loading time history of registration arm or steady brace; and estimate their fatigue life based on the rain-flow counting method with finite life design.
其次,建立一个锚段的接触网有限元模型,将接触压力作为行车载荷对其进行瞬态响应分析,提取定位管和定位器的载荷时间历程;最后,基于雨流计数法,采用有限寿命设计法对其疲劳寿命进行估算。
Seismic response analysis and tests for three typical types of heat exchangers, i. e. vertical straight tube one, horizontal straight tube one and vertical U-tube one have been done.
完成了立式直管、卧式直管和立式U型管三种典型热交换器的地震响应分析和试验。
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