弹塑性时程分析,elastic-plastic time-history analysis
1)elastic-plastic time-history analysis弹塑性时程分析
1.Theelastic-plastic time-history analysis of a frame shear-wall structure框—剪结构的弹塑性时程分析
2.A new calculation model for theelastic-plastic time-history analysis of plane steel structures was presented by replacing the general bar element with a new one,which had two rotational springs at its ends.用两端带转动弹簧的杆单元代替一般的杆单元,提出了一种新的平面杆系钢结构动力弹塑性时程分析计算模型。
3.The elastic-plastic dynamic analysis program Drain-2d+ of the plane structure is used to getelastic-plastic time-history analysis for each typical mega frame under the action of seism.采用平面结构弹塑性动力分析程序Drain-2d+对每个典型巨型框架在地震作用下进行弹塑性时程分析,得出了这些巨型框架在地震作用时的受力变形特点、塑性铰出现情况和整个结构的薄弱环节等,从中找出位于巨梁上的次框架底层柱底截面弯矩设计值增强系数取值的正确思路,并给出设计的合理取值,为钢筋混凝土巨型结构设计提出一些建议。
英文短句/例句
1.Elastic-plastic Time-hisotry Analysis to the Super-high Apartment in Dalian大连某超高层公寓动力弹塑性时程分析
2.Elasto-plastic time-history analysis on non-platform-column canopy of New Guangzhou Railway Station车站大跨度索拱钢结构雨棚弹塑性时程分析
3.Discussion on the structural vibration model and rigid matrix of elastic-plastic time history analysis弹塑性时程分析中结构的振动模型及刚度矩阵
4.Elasto-plastic time history analysis of the structure of China Pavilion at the World EXPO上海世博会中国馆结构弹塑性时程分析
5.Seismic Elas-to-plastic Time-history Analysis of Single-story Double-span Steel Structure of Lightweight Building with Gabled Frames;单层双跨门式刚架轻型房屋钢结构地震反应弹塑性时程分析
6.Analysis on Seismic Response of the High Fram-Reinforced Concrete Wall Strcture;高层框架—筒体剪力墙结构罕遇地震作用下弹塑性时程分析
7.ANSYS-based Elastic-plastic Time-history Analysis of the Irregular Reinforced Concrete Frame Structures;基于ANSYS的不规则钢筋混凝土框架结构弹塑性时程分析
8.Seismic Behaviour Factor of Concentrically X-braced Steel Frames;X型中心支撑钢框架结构影响系数的弹塑性时程分析
9.Elasto-plastic time history analyses of STARCO overhaul hangar上海科技宇航有限公司大修机库弹塑性时程分析
10.NONLINEAR ANALYSIS OF R/C FRAME-WALL STRUCTURES TO MULTIPLE EARTHQUAKE EXCITATIONSRC框-剪结构多维弹塑性时程反应分析
11.Dynamic Elas-to-plastic Time-history Analysis of Single-story Single-span Gabled Frame;单层单跨门式刚架结构弹塑性动力时程分析
12.The Elestopastic Time-history Reliability Analysisty of Concrete Frame Structures;混凝土框架结构弹塑性时程可靠度分析
13.Discussion on linear and nonlinear time history analysis method弹性与弹塑性动力时程分析方法中若干问题探讨
14.NUMERICAL ANALYSIS OF BEARING CAPACITY OF SUBSOIL WITH K_0≠1K_0≠1时地基弹塑性承载力的数值分析
15.Elastic-plastic Dynamic Analysis (EPDA) of Interaction of Single Pile, Soil and Framework;单桩—土—框架结构相互作用的弹塑性动力时程分析
16.Elasto-plastic Time-history Analysis for Short-leg Shear Wall Structure Based on Precise Exponential Matrix Algorithm;基于精细算法的短肢剪力墙结构弹塑性动力时程分析
17.Nonlinear Time History Analysis of Prestressed Concrete Frame Beams and Suggestions for Anti-Seismic Design预应力混凝土框架弹塑性动力时程分析及抗震设计建议
18.elasto-plastic matrix displacement analysis弹塑性矩阵位移分析
相关短句/例句
elasto-plastic time-history analysis弹塑性时程分析
1.The process of structural design for a five-storey T shape plan anomalous frame is presented including comparisons ofelasto-plastic time-history analysis results for several structural shemes under strong earthquake.介绍了一幢平面和竖向都不规则的五层T形框架结构的设计过程,包含多个结构方案在罕遇地震下的弹塑性时程分析对比,提出了多层不规则框架结构的设计对策和方法,可供同类工程设计时参考。
2.Secondly,the structural analysis model composed of multi-spring model of beams and columns is established,then theelasto-plastic time-history analysis for the shaking table test model of the structure is carried out,and the analysis results are in agreement with the test results.本文首先介绍了一幢安装了粘滞阻尼器的复杂体型高层方钢管混凝土框架结构的1/15缩尺模型的模拟地震振动台试验结果;在此基础上,建立了梁、柱构件的多弹簧模型并组建了整体结构的计算分析模型,运用此计算模型首先对试验模型结构进行了动力弹塑性时程分析,计算结果和试验结果吻合较好,验证了计算模型的正确性;最后,以同样方法对原型结构进行了计算分析,并结合试验结果研究探讨了此结构的抗震性能和阻尼器的消能减震效果。
3.Because Shanghai World Financial Center is a structure with complex structural type and exceeds the code limits, besides conventional analysis,elasto-plastic time-history analysis of the structure was carried out.鉴于上海环球金融中心结构体系及结构布置的复杂、结构高度及体型的超限,为了确保该建筑结构的抗震安全性和可靠性,除进行常规的计算分析外,还应对该结构进行弹塑性时程分析。
3)elastic-plastic time history analysis弹塑性时程分析
1.Discussion on the structural vibration model and rigid matrix ofelastic-plastic time history analysis弹塑性时程分析中结构的振动模型及刚度矩阵
2.The nonlinear finite element model is stimulated by the combination of the shell element and beam element to makeelastic-plastic time history analysis on the K-eccentrically braced steel frames.采用梁单元与壳单元相结合的非线性有限元模型,对K型偏心支撑钢框架进行弹塑性时程分析,研究耗能梁段的长度、腹板高厚比和加劲肋间距的变化对K型偏心支撑钢框架结构抗震性能的影响,提出了相应的抗震设计建议。
3.Through the finite element model combing both the shell element and beam element,the paper makes anelastic-plastic time history analysis of the seismic behavior of the Y-eccentrically braced steel frame to study how the change of parameters such as length of link beam and height-thickness ratio of web influences the properties of structural seismic-resistance.采用梁单元与壳单元相结合的非线性有限元分析模型,对Y型偏心支撑钢框架进行弹塑性时程分析,研究耗能梁段的长度和腹板高厚比的变化对结构抗震性能的影响,提出了相应的抗震设计建议。
4)nonlinear time history analysis弹塑性时程分析
1.The seismic behavior of the building was evaluated on the basis of thenonlinear time history analysis under rare earthquake.采用弹塑性时程分析程序CANNY对采用框架-非连续抗震墙结构的板式底商住宅进行了罕遇地震作用下的抗震性能分析。
2.Thenonlinear time history analysis is made on the seismic performance during rare earthquake for an aqueduct which is one of the typical aqueducts to cross the main trunk canal of the Mid-nroute of the South-to-North Water Transfer Project in China.通过弹塑性时程分析,对南水北调中线工程中的典型渡槽结构在罕遇地震作用下的抗震性能进行了研究。
5)elastoplastic time history analysis弹塑性时程分析
1.Based on the theory of hybrid control of aseismic structure, the concept of both generalized and non generaliged hybrid control was put forward for the first time, and theelastoplastic time history analysis was carried out on the system of generalized hybrid control of the passively tuned mass damper combined with energy dissipation system.根据抗震结构混合控制理论 ,首次提出了狭义混合控制及广义混合控制的概念 ,并对被动调谐质量阻尼器 ( PTMD)及消能减震相结合的广义混合控制体系进行弹塑性时程分析 ,研究其参数的变化规
2.In this paper, based on the fuzzy theory and hybrid control theory of aseismatic structure, a Matlab program is developed to conductelastoplastic time history analysis of the energy dissipation system in combination with the passive tuned mass damper (PTMD).根据模糊理论及抗震结构混合控制理论,利用MATLAB语言编制了一套能对被动调谐质量阻尼器(PTMD)及消能减震相结合的体系进行弹塑性时程分析的计算机程序。
6)elasto-plastic time history analysis弹塑性时程分析
1.In order to study the seismic behavior of CFST,elasto-plastic time history analysis using Perform-3D software(Nonlinear Analysis and Performance Assessment for 3D Structure) has been carried out, based on a pseudodynamic test of a 4/7-scaled model of a three-span, ten-storey concrete-filled rectangular steel tubular frame.为了对钢管混凝土结构体系做进一步地研究,本文结合一榀由钢管混凝土柱和钢梁构成的组合框架4/7比例模型的拟静力、拟动力试验,采用三维结构非线性分析与性能评估软件Perform-3D建立了三维弹塑性模型进行了弹塑性时程分析。
2.Analytical results ofelasto-plastic time history analysis correlated very well with the experimental results of the shaking table test,proving the validity of the proposed model.利用所提分析模型对振动台试验模型进行了弹塑性时程分析,计算结果与试验结果吻合良好,验证了分析模型的正确性。
延伸阅读
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