English translation for "梁高"

deck-molding (of beam)

Example Sentences:

	1.	The variable-depth girder is 4. 96m deep at the piers and 1. 83m deep at midspan and its extremities . 梁高是变化的，在桥墩处为4.96米，在跨中和端部为1.83米。
	2.	Decision on height of stiffened girder of suspension bridges based on performance of aerodynamic stability 基于颤振稳定性的悬索桥加劲梁梁高的确定
	3.	The variable - depth girder is 4 . 96m deep at the piers and 1 . 83m deep at midspan and its extremities 梁高是变化的，在桥墩处为4 . 96米，在跨中和端部为1 . 83米。
	4.	The proposed model is compared with experimental beams in the midspan cross - section deflections , strain distribution and the slip of supporting points 为验证有限单元法的正确性，对试验梁进行了跨中挠度、沿梁高应变分布及梁端滑移的计算分析。
	5.	As is well known , the effective width depends on several factors , such as the cross - section width , the height of web , the spacing of span and so on . we can conclude that width / span ratio ( overhang width / span and central width / span ) is the governing factor of the effective width 影响箱形截面梁上翼缘有效宽度的因素很多,如上翼缘宽度、梁高、跨度以及结构体系等,通过大量计算表明宽跨比[翼缘部分宽度、箱室部分宽度与跨度的比值]是有效宽度的控制影响因素。
	6.	Also , the thesis calculate and analysis the transverse deflection of steel box girder deeply in multiple factors . firstly , the article introduced the calculative methods and theory of local stress and strain of bridge structure . then program software system of finite element method was introduced . after that , the influential factors to the calculatial result and their values were analysed and suggested 本文首先介绍了桥梁结构局部应力应变计算理论和方法，对有限元计算程序进行了介绍，然后分析了纵横隔板设置、梁高及梁宽变化等因素对钢箱梁桥面板在恒载作用下的横向挠度的影响，并将这些计算结果进行对照分析，从而找出了影响桥面板横向挠度的主要影响因素，并得出了相应的数值可供工程实践参考。
	7.	By measuring the temperature of temperature - feeling machine of pre depositing in the box sections , i can get the varying temperature data of different time in box sections , then make use of these temperature test datas , figure out the variety regulation of temperature distribution along the high direction in box section with the nerve network method , then i get temperature fields of box section along the high direction 3 、采用现场实测的方法，通过测量预埋在箱梁截面的温度传感器，得到不同时刻箱梁截面的温度变化数据，然后利用这些温度测试数据，用回归分析的方法拟合出沿梁高方向的温度分布规律，从而得到箱梁梁高方向的温度场。
	8.	The difference between axial compressive capacity of beam - column joints and that of columns is introduced when joints are strengthened by various measures . influence of shapes , spiral hoops and ratio of beam depth to side dimension of square column upon axial compressive capacity of beam - column joints is discussed . then economy and security of the relative article in current code are demonstrated and the design recommendations of beam - column joints are given 本文通过6个不同强度等级混凝土梁柱节点试验，了解在不同的加强措施情况下，节点区的轴心抗压承载力与柱的理论轴心抗压承载力的差异，探讨了角钢、螺旋箍筋及梁高与柱截面尺寸的比值h c对节点区轴心抗压承载性能的影响，验证了我国现行规范有关条款的安全性和经济性，并且在此基础上，为不同强度等级混凝土梁柱节点的设计提出了相关建议。
	9.	The contents include : based on the previous research and the data of experimentations , the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution , and calculates the temperature stress of rigid - framed arch bridge by the fem . the temperature effects of bridge structure by annual and sunlight temperature difference are discussed , it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear . with the comparison between the temperature effects of different position of bridge , the results show that where the section of bridge is small , the temperature stress of it is large 本文主要包括以下内容：从理论上研究并结合实测资料发展了一种比较理想的半经验温度场非线性分布公式，并将有限元方法应用于刚架拱桥结构温度应力的计算中，对桥梁结构进行整体温度应力分析；讨论了年温差和日照温差引起的桥梁结构的温度效应，表明年温差引起的温度效应较小，而日照温差引起的温度应力较大且沿梁高呈非线性分布；分析比较了桥梁结构各个部位的温度效应的大小，可知截面越小温度拉应力越大，受力越不利；并对箱梁结构由于构造不同引起的纵向与横向的温度效应大小进行了探讨，发现在顶板下缘也会出现相当大的温度拉应力，并且梗腋的存在反而增加了顶板底部的温度拉应力；还对几种相近的刚构式桥型的温度效应进行了分析对比，总结了这些桥型针对温度效应的优劣，并提出相应的针对性措施。
	10.	The shenzhen rainbow bridge is near to the northern railway station , which has big cut bag to span over twenty - nine tracks . arch bridge structure , which has a widely application these years , is taken considering of the bridge height limitation and the site used in downtown . the girder of the bridge is constructed with composite structure of steel and folding concrete slab 深圳市彩虹大桥地处深圳火车北站，需跨越29股火车轨道，跨径大，又处于市中心，对桥梁的梁高有所限制，经研究分析，采用近年来广泛应用的钢管混凝土拱桥桥型，梁体采用钢- -混凝土叠合板组合梁组合结构。

Similar Words：

"梁腹镶板" English translation, "梁富亮" English translation, "梁杆" English translation, "梁钢" English translation, "梁钢筋" English translation, "梁高度" English translation, "梁高跨比" English translation, "梁搁栅面" English translation, "梁戈亮" English translation, "梁戈文" English translation