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空间杆系模型
相关语句
  space model of element
     And then, it is analysis by time historymethod with space model of element. The earthquake of structures and the time history traces of important positions are displayed.
     而后,又用空间杆系模型对其进行了时程分析,得到结构在多遇和罕遇地震作用下的最大位移反应及结构顶层楼面的位移、加速度反应时程曲线。
短句来源
  space pole department model
     For guarantee somebody foot bridge use safely, this text set up space pole department model and board bridge model because of in common use finite element procedure software, and carrying on the detailed analysis of finite element for performance of static and dynamic, and offer reference for the construct designing of static and dynamic for same feet bridge.
     为确保某人行桥安全使用,基于通用有限元程序软件建立空间杆系模型和板桥模型,对其静、动载性能进行详细的有限元分析,为同类人行桥梁的静力、动力结构设计提供参考。
短句来源
  “空间杆系模型”译为未确定词的双语例句
     Beam-column elements modal and bilinear spring is used to describe the mechanic character of bottom frame structure.
     计算中对底框结构采用空间杆系模型,对隔震装置采用双线性弹簧模拟。
短句来源
     Dimensional beam-column elements model is used to describe the RC frame structure.
     程序中对框架结构采用空间杆系模型
短句来源
     This article established the special model Using finite element software ANSYS and MIDAS, at the foundation of the bridge over Bin-jiang river, through the changing of bridge angles, analyzed the mechanics characteristic of the Continuous and skew tie bar arch bridge with the action of permanent and alive load, under the different situation with single and continuously, orthogonal and skew and so on. provided the foundation for optimized design of this kind of bridge.
     利用有限元软件ANSYS及midas建立空间杆系模型,在滨江河大桥的基础上,通过改变桥梁的斜交角度,分析了单跨与连续、正交与斜交等不同情况下,连续斜系杆拱桥在恒、活载作用下的内力分布规律及变化趋势,为此类桥梁的优化设计提供一定的参考。
短句来源
     (2) Space truss dynamic system calculated with the same method;
     (2)空间杆系模型,振型分解法计算;
短句来源
     3D-frame structure model was used to conduct full-range hysteretic analysis of a R/C frame structure subjected to biaxial reversed cyclic loading.
     最后使用空间杆系模型对—承受双向反复荷载的框架结构进行了计算分析。
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  相似匹配句对
     The member-floor mechanical model is established.
     建立了-层模型
短句来源
     Dimensional beam-column elements model is used to describe the RC frame structure.
     程序中对框架结构采用空间模型
短句来源
     (2) Space truss dynamic system calculated with the same method;
     (2)空间模型,振型分解法计算;
短句来源
     THE OPTIMAL DESIGN FOR SPACIAL TRUSS STRUCTURES
     空间结构优化设计
短句来源
     Data Models for Spatial Database
     空间数据模型
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Three methods of theoretical dynamic analysis for a steel tower are conducted.(1) Space-truss-multimass dynamic system calculated with the method of mode analysis; (2) Space truss dynamic system calculated with the same method; (3) Space-truss-multimass dynamic system, the response of which is calculated with inputting the earthquake record.For verifying the results of the analysis, two other methods of dynamic test on the prototype structure are also made. (1) forced vibration carried out by vibrators; (2)...

Three methods of theoretical dynamic analysis for a steel tower are conducted.(1) Space-truss-multimass dynamic system calculated with the method of mode analysis; (2) Space truss dynamic system calculated with the same method; (3) Space-truss-multimass dynamic system, the response of which is calculated with inputting the earthquake record.For verifying the results of the analysis, two other methods of dynamic test on the prototype structure are also made. (1) forced vibration carried out by vibrators; (2) microseismic measurement recorded by graph and by magnetic tape and analysed by signal-processor. The results of different methods of analysis and tests are compared in the paper.

本文采用了不同的力学模型及计算方法对四边形钢塔结构的动力特性进行了分析:(1)杆系-层间模型,振型分解法计算;(2)空间杆系模型,振型分解法计算;(3)杆系-层间模型,直接动力法计算。为了验证计算结果的可靠性,又用两种方法进行了检验;(1)激振法,(2)脉动法,其中又分为光线记录,人工分析数据和磁带记录,数据处理机分析数据。文中并对三种计算方法和二种试验方法进行了比较,供对类似结构进行计算或试验时参考。

The dynamic analysis of the isolation structure using rubber bearing and the anti seismic structure was carried out in elastic plastic range with inter space shaft model in order to compare their differences in deformation behaviour under the earthquake in two horizontal directions simultaneously. The displacement responses of each floor under the earthquake wave were calculated. Comparing the results of the isolation structure and the anti seismic structure, it is found that dynamic characteristics of the...

The dynamic analysis of the isolation structure using rubber bearing and the anti seismic structure was carried out in elastic plastic range with inter space shaft model in order to compare their differences in deformation behaviour under the earthquake in two horizontal directions simultaneously. The displacement responses of each floor under the earthquake wave were calculated. Comparing the results of the isolation structure and the anti seismic structure, it is found that dynamic characteristics of the isolation structure is better and its earthquake response is much less. The isolation structure shows ever a more significant advantage over the anti seismic structure if the collective effect of earthquake force along two horizontal directions is applied.

为比较在同时考虑两个水平方向地震影响的情况下,多层框架抗震结构和橡胶垫减震结构变形的区别,采用空间杆系模型在弹塑性范围内对结构进行了动力分析·介绍了进行动力分析的方法,计算了两种结构在地震波作用下各层的层间位移等地震反应·从动力反应的比较可见,减震结构采用橡胶隔震垫后,改善了结构的动力特性,从而使整个上部结构的地震反应大大降低;在同时考虑两个水平方向地震作用时更能体现出减震结构相对抗震结构的优越性·

This paper discusses in detail the twenty simplified models in Soil_Structure Dynamic Interaction(Abreviation SSDI) at home and abroad. Some new models about plane and space pole system were introduced.

详细地分析了国内外关于土- 结动力相互作用近二十种简化分析模型, 引入考虑土- 结动力相互作用效应的平面和空间杆系模型

 
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