Chinese translation for "plane frame"

平面构架
平面框架
平面桁架

Related Translations:

planes: 恶魔麦门飞机普拉内斯位面

planing: 龙门刨削刨平刨削

planed: 计划好的有预谋的

plane: n.悬铃木属树木。短语和例子plane2n.1.平面，水平面，面。2.(知识等的)发达程度，水平，阶段。3.【航空】机翼面；〔常 pl.〕飞机。4.(结晶体的)一面。5.【矿物】总巷道。短语和例子an inclined plane 斜面。 a plane of polorization 【矿物】偏振(平)面，偏光面。 a plane of reference 【数学】基础(

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.	The stiffness calculation of variable cross - section member in plane frame structure 平面框架结构中变截面杆件的刚度计算
	3.	Plastic plane frame 塑料面框
	4.	This paper calculated the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action 本文计算了平面串并联多质点系结构在竖向地震作用下的竖向刚度矩阵。
	5.	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。
	6.	According to calculation pattern of plane frame - bent structure , the load and earthquake action are calculated firstly , the static response and dynamic response of the reformed structures are then analyzed by means of sap84 procedure 然后取平面框排架计算简图，进行荷载和地震作用计算，利用sap84程序对改造后的结构体系进行了结构的静力和动力分析。
	7.	Indicated by relevant documents , up to now , the method of modal flexibility curve has not applied to crack identification of the plane frame crackle of structure . so this thesis utilize this method to discern the plane frame structure crackle firstly 有关文献表明，迄今为止，柔度曲率法尚未应用于平面框架结构的损伤识别。因此，本论文利用该方法对平面框架结构的裂纹识别问题进行了初步探讨。
	8.	From the global stiffness matrix of plane frame , condensing the static force and eliminating the coupling of vertical force and displacement and other broad sense force and displacement , obtained the vertical stiffness matrix of plane frame structures subjected to vertical earthquake action considering the influence of horizontal girds and nodal 从平面串并联多质点系结构的总刚度矩阵中，采用静力凝聚法，消去竖向力和竖向位移与其它广义力和广义位移之间的耦联关系，得出框架结构在竖向地震作用下考虑水平梁和节点转角影响的竖向刚度矩阵。
	9.	This paper , in allusion to damage of expansion joint of bridge , introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge , and establishes model of general structure finite element of this bridge , and in details analyses its qualities of stress . the model considers the interaction of superstructure - substructure - soil . resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising , but active soil pressure when dropping . analysis of qualities stress of bridge includes of action of dead load , car load , temperature load of season character . taking an 100m length pc semi - integral abutment jointless bridge as instance , the paper establishes the model of plane frame by applying large common software - anasys , and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge . at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established , and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading , and controlling factor of design and constitution are generalized . in conclusion , for semi - integral abutment jointless bridge , on one hand shear , moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge , and integral stifmess of structure is increased and damage of expansion joint is eliminated , on the other hand there is axis force in main beam , shear and moment of substructure are bigger than that of joint bridge . in all this type of jointless bridge has rational stress and is worth of application and popularization 半整体式桥台无缝桥梁计算模型考虑了上部结构-下部结构-土的共同作用；台后土抗力升温时采用静止土压力加弹性土抗力，降温时采用主动土压力；分析桥梁受力性能时考虑了结构自重、车辆荷载和季节性温变荷载的作用。以一座桥长100mpc半整体式桥台无缝桥梁为实例，采用大型通用软件ansys建立平面框架模型，进行弹性、大变形分析，模拟全桥受力和变形特点；同时建立与此对应的有伸缩缝桥梁和整体式桥台无缝桥梁有限元模型，通过三种桥型同步加载对比分析，研究半整体式桥台无缝桥梁独特的受力特点和结构性能，总结其设计控制因素和构造要求。通过本文研究知：半整体式桥台无缝桥梁主梁的剪力、弯矩、挠度和下部结构的轴力与梁式桥相近，结构整体刚度增大，并除去了伸缩缝病害；但主梁增加了轴力，下部结构剪力、弯矩较梁式桥大；综合分析是一种受力合理有实践和推广价值的桥型。

Similar Words：: "plane flow" Chinese translation, "plane flying" Chinese translation, "plane fold" Chinese translation, "plane four bar mechanism" Chinese translation, "plane fracture" Chinese translation, "plane frame work" Chinese translation, "plane framework" Chinese translation, "plane front wall" Chinese translation, "plane gasoline" Chinese translation, "plane gate" Chinese translation