Chinese translation for "平面杆"

plane link

Related Translations:

平面:  plane; two dimensions; flat surface◇平面多边形 plane polygon; 平面几何(学) plane geometry; 平面精研机 surface lapping machine; 平面镜 [物理学] plane mirror; 平面磨床 [工业] surface-grinding machine;flat grinder;平面三角

Example Sentences:

	1.	Finite element method for prestressed concrete plane frame structures 预应力混凝土平面杆系结构的有限元方法
	2.	Secondly applying the finite element method , the model of suspension bridge and develops computer software system - sbcs are built in this paper 其次，应用有限单元法，建立了相应的悬索桥计算模型，利用平面杆系通用有限元计算程序进行结构分析，编制了悬索桥施工控制分析计算系统sbcs 。
	3.	In this thesis , three factors resulting in geometric nonlinearity are taken into account , then using plane frame method and based on plane bar finite element , nonlinear analysis to the construction of cable - stayed bridge is achieved 考虑几何非线性的三个影响因素，然后利用平面框架模型，以平面杆系有限元法为基础对斜拉桥施工进行非线性分析。
	4.	The paper combines the dashenkeng n bridge design with the method of finite elment analysis , makes computation model of bridge structure , makes use of dr . v2 . 9 refering to british bs5400 and specification of new zealand and china , analyses temperature effect of dashenkeng ii , gets the caculate result to guide construction on site : differences of temperature models reach different results 本文结合大深坑号桥的实际情况，从结构温度效应分析的有限元法出发，建立了桥梁结构计算的模型，采用同济大学桥梁工程系开发的《 dr bridge桥梁博士2 . 9版》平面杆系有限元分析程序参照英国bs5400规范、新西兰规范及我国公路桥梁设计规范分别分析了大深坑桥纵向的温度效应，并将结果予以对比。
	5.	In order to considering the affections of the adjacent zone out of the girdler section , the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively . moreover , the weight , cable force and prestressing forces including girder longitudinal , diaphragm transverse and inclined web vertical directions are considered 考虑到梁段以外附近区域的作用，在其两端面上施加了由平面杆系结构分析所得的端面内力，另外，索力和预加力(梁纵向、横隔梁横向、斜腹板竖向)也施加在相应的位置，分析了箱形主梁在自重、索力和预应力作用下的空间应力效应。
	6.	Secondly , the push - over analysis is for the three - dimensional solid element model and the plane beam element model . the total shearing force - lateral displacement curve can be obtained from it . and then the total shearing force - lateral displacement curve is converted to pseudo acceleration - period curve and some comparisons are made between the pseudo acceleration - period curve and design response spectrum 然后，建立了有限元三维实体单元模型及平面杆单元模型，对其进行了push - over分析，并将所得的底部剪力一顶点位移曲线转化为拟加速度一周期曲线，与规范反应谱进行对比，以此评定该体系的抗震能力。
	7.	This paper aims at bridge with high pier and long span adopting single or double featheredge piers , the stability of bridge in the whole construction process is analyzed combined with research conclusion of bridge stability and concrete creep and shrinkage , bridge construction period is divided according to actual construction - process and concrete creep and shrinkage regularity and structure is analyzed as plane truss at each time increment 本文针对常用单、双薄壁墩的高墩大跨径桥梁，结合国内外对桥梁结构稳定与混凝土徐变收缩的研究成果，对节段法施工的桥梁进行稳定性全过程分析方法研究。根据实际施工过程及混凝土徐变收缩规律对施工全过程划分时段，对每个具体计算时刻采用平面杆系结构进行计算分析，不同计算时刻具有不同的结构体系。
	8.	The results of spatial analysis and planar analysis were finely compared with the measured value . by comparison , some conclusions are obtained : model ' s errors are in evidence , when using planar model to analyze the cable - stayed bridge in building , especially for girder ' s distortion ; the transverse distributing of direct stress along axis of bridge is apparent ; and the method of planar analysis ca n ' t satisfactorily solve asymmetry of stress ' s transverse distributing 空间分析结果、平面分析结果与实测结果这三者的比较表明：在pc斜拉桥施工控制中，用平面杆系理论进行结构分析存在一定的模型误差，尤其在主梁的变形分析上；纵桥向正应力沿横向分布的不均匀性明显，用平面杆系理论没法很好地考虑此效应。
	9.	In the nonlinear time - history analysis , based on the comprehension and the application of the former relevant theories and calculating methods , a new five - segment planar bar element model considering reinforcement arrangement is developed , and a relevant time - history analytic program is provided . the analytic results of two examples showed that the new five - segment planar bar element model can well reflect the effect of the reinforcement arrangement distribution 在非线性动力时程分析中，在综合理解和应用前人相关理论概念和计算方法的同时，进一步提出一种新的考虑配筋分布的五分段平面杆件单元模型，并编制了相关的fortran应用程序，相关算例分析证实此模型能够较好的反映实际配筋分布的影响。

Similar Words：

"平面副" Chinese translation, "平面盖度" Chinese translation, "平面干扰" Chinese translation, "平面干涉" Chinese translation, "平面干涉仪" Chinese translation, "平面感应器" Chinese translation, "平面刚架" Chinese translation, "平面钢鱼尾板" Chinese translation, "平面钢制管法兰盖" Chinese translation, "平面格子" Chinese translation