1)nonlinear time history analysis非线性时程分析
1.Then with the method of nonlinear time history analysis,the characteristic of a ten-story concrete frame under near-field grounds motions is studied.首先讨论了近场地面运动的特征及各种抗震规范对近场地震的设防,然后采用非线性时程分析方法,对一个10层框架结构在近场地震作用下的响应特性进行了研究。
2.A nonlinear time history analysis of a base-isolated masonry structure with two-story frame structure on bottom modeled as a two-dimensional finite element model is made.本文基于有限元理论,采用大型有限元分析软件SAP2000 Non linear建立了底部两层框架上部砌体非隔震结构和基础隔震结构的实体模型,并采用非线性时程分析法对此模型进行了两个水平向地震作用的分析。
3.In the end,comparison between nonlinear time history analysis and pushover analysis using three lateral load patterns is undertaken.本文介绍了pushover分析的基本原理和实施pushover分析的关键问题,最后选用三种水平荷载模式和非线性时程分析进行了比较。
英文短句/例句
1.The Nonlinear Time History Analyse of Isolation of Base and Suspended Base;基础隔震与悬挂隔震非线性时程分析
2.3D Nonlinear Time--domain Buffeting Analysis for Long Span Bridges大跨度桥梁抖振响应的空间非线性时程分析法
3.The Analysis of Bottom Frame Structure Nonlinear Dynamic Time History with Base Seismic Isolation;底框结构采用基础隔震技术的非线性时程分析
4.Nonlinear time-history analysis of seismic response of a long-span cable-stayed bridge大跨度斜拉桥地震响应非线性时程分析
5.Non-linear Time History Analysis of Base-isolated Reinforcement for Multi-storey Building Structure隔震加固多层建筑结构的非线性时程分析
6.Research on Nonlinear Dynamic History Analysis of Reinforced Concrete Structures高层钢筋混凝土结构非线性动力时程分析研究
7.Stability and Hopf Bifurcation Analysis for a Nonlinear Differential Equation Model System with Time Delay一类非线性时滞微分方程模型系统的稳定性和Hopf分支分析
8.A Second-order Nonlinear Differential Equations Neutral Delay the Oscillation Analysis;一类二阶非线性中立型时滞微分方程的振动性分析
9.Qualitative Analysis on Several Kinds of the Second Order Nonlinear Differential Equations;几类二阶非线性微分方程的定性分析
10.Asymptotic Behavior of Solutions of Forced Nonlinear DDE with Variable Coeffcients and Variable Delays一类非线性时滞微分方程解的渐近性
11.Oscillation of Second Order Variable Nonlinear Difference Equations;二阶变时滞非线性差分方程的振动性
12.Linearized Oscillation of First Order Nonlinearity Variable Delay Differential Equation一阶非线性变时滞微分方程的振动性
13.Analysis on Mechanical Behavior of Concrete Short-pier Shear Wall Structures Based on SAP2000 Procedure基于非线性时程的短肢与长肢剪力墙结构受力性能对比分析
14.The Calculation and Analysis of Nonlinear Vibration Characteristics with Duffing EquationDuffing方程非线性振动特性的计算与分析
15.graphical analysis of nonlinear difference equation非线性差分方程的图示分析
16.Numerical Analysis of Nonlinear Neutral Functional Differential Equations;非线性中立型泛函微分方程数值分析
17.Global Behavior of Some Nonlinear Delay Difference Equation;几类非线性时滞差分方程的全局行为
18.Existence of Nonoscillatory Solutions of Higher Order Nonlinear Delay Differential Equations高阶非线性时滞微分方程的非振荡解的存在性
相关短句/例句
nonlinear time-history analysis非线性时程分析
1.Calculation results of the nonlinear time-history analysis by SAP2000N software show that,the frame-shear wall and energy-dissipation braces structure system can satisfy the requirements of "Code for .以地处地震高烈度区的宿迁建设大厦为例,在传统的框架-抗震墙结构体系的基础上设置局部消能支撑,进行了结构非线性时程分析,对消能装置的数量及布置进行了优化,分析结果表明,框架-抗震墙结构+局部消能减震支撑在多遇地震作用下的层间位移能满足《建筑抗震设计规范》要求,在罕遇地震作用下具有更高的安全储备,表现出良好的抗震性能。
2.Calculation results of the nonlinear time-history analysis by SAP2000N so.采用消能减震支撑框架结构体系代替传统的框架—抗震墙结构体系,进行了结构非线性时程分析,对消能装置的数量及布置进行了优化。
3.In connection with a RC high-rise building, a 3-D finite-element model is used in nonlinear time-history analysis.采用有限元模型,对某钢筋混凝土高层建筑进行非线性时程分析,分别计算了基础固定模型和基础隔震模型的结构自振特性、地震记录下的非线性特性等。
3)non-linear time history analysis非线性时程分析
4)nonlinear time-history analysis method非线性时程分析方法
1.In order to find out the appropriate lateral seismic constraint system for super-long-span cable-stayed bridges,the seismic responses of super-long-span cable-stayed bridges with three lateral connection systems between side piers and girder were investigated,taking the Sutong Yangtze River Highway Bridge as studying object,and using the nonlinear time-history analysis method.为了确定超大跨度斜拉桥的合理横向抗震约束体系,以苏通长江公路大桥为研究对象,采用非线性时程分析方法,分析了3种边墩、梁横向约束体系即横向滑动体系、全限位体系和减隔震体系(流体黏滞阻尼器连接体系)对超大跨度斜拉桥地震反应的影响,重点研究了阻尼器的合理设置方式及阻尼器参数。
2.The effects of lateral cables and dampers on cable-stayed bridge are studied afterwards by using the nonlinear time-history analysis method.依据减隔震原理,分别在主梁与索塔连接处设置横向弹性索、在主梁与过渡墩连接处设置横向液体粘滞阻尼器,采用非线性时程分析方法,研究其对斜拉桥横向抗震性能的影响。
5)nonlinear dynamic time history analysis非线性动力时程分析
6)3-D noulinear.time-history analysis三维非线性时程分析
延伸阅读
非线性泛函分析非线性泛函分析non-linear functional analysis 非线性泛函分析I朋Jil蓝，r为.甫OI趁1 al司砰如;讹皿此亚-。。益中扮二”“o。~“益叨“31 泛函分析(几川ctional anal郊is)的一个分支，研究无穷维向量空间之间的非线性映射(算子，见非线性算子(non刁泊口r oPemtor))和某些非线性空间类及其映射，非线性泛函分析的基本部分如下: l)Banach空间、拓扑向量空间和某些更一般空间之间的非线性映射的微分学，包括关于可微映射局部反演的定理和隐函数定理. 2)寻求从一个特定的无穷维空间到另一个空间的非线性算子的作用条件，如连续性、紧性的条件. 3)对各种不同类非线性算子(收缩的(con匕通c-硫)、紧的、压缩的(compressing)、单调的以及其他)的不动点原理;这些原理在各种非线性方程解的存在性证明中的应用. 4)研究赋予序向量空间结构的空间中的非线性算子，如单调的、凹的、凸的、有单调弱函数的以及其他的算子. 5)无穷维向量空间中非线性算子的谱性质的研究(分歧点、本征向量的连续分支等等). 6)非线性算子方程的逼近解. 7)局部线性的空间和E以nach流形的研究—整体分析(咖回analysis). 8)非线性泛函极值的研究和研究非线性算子的变分方法.
