Chinese translation for "beam section"

横梁材

Example Sentences:

	1.	Error : element 16 is close to parallel with its beam section axis 使用梁单元出现如下错误，是什么原因？ ？
	2.	The formula of the grid - beam section is deduced according to the displacement of the beam 根据梁的位移，推导出确定井字梁截面的公式。
	3.	Two hypothesises , different from the traditional viewpoints , about stress distribution in beam section at the connection of beam and end - plate are presented by author to determine the ultimate moment of end - plate connection 其计算过程分为两步： ( 1 )计算梁受拉翼缘的极限拉力； ( 2 )计算端板连接的极限弯矩。
	4.	It is a non - propelled crane ship after conversion , operating in ports and calm waters , deploying towing in chinas coastal class ii navigational area and suitable for salvage of sunken ships , harbour construction , lifting of bridge beams sections for erection , loading unloading heavy cargoes as well as offshore oil drilling production platform and other offshore hook - up 本船改建后为非自航固定式起重船，以港口及平水区域作业为主，可在我国沿海ii类航区中调遗拖航，适用于打捞船舶港口建设桥梁吊装装卸重大物件，以及海上石油钻井采油平台和其他海上吊装工程。
	5.	The work done in this paper is mainly as follows : ( 1 ) the wide beam should intrude to the wall at some length to make the flexural stress uniform along beam section width , thus make full use of the beam ' s bearing capacity and avoid the shear failure in the concrete joint . and it also prevents stress focus and concrete crack in the local shear wall 关于宽梁与薄墙肢节点，可以得出以下几点初步结论：宽梁应该深入墙肢一定的深度，以使宽梁截面的弯曲应力沿着梁截面宽度分布均匀，充分发挥宽梁的抗弯能力，同时避免节点区混凝土的剪切失效，也避免剪力墙的局部因为受到的应力过大而拉裂。
	6.	Elastic theory and plastic theory are adopted in the analysis of the two section composite beam . elastic theory suggests , on the condition of the same steel beam section size , the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75 . 1 % , elastic limit bending resistant capability cuts down by 47 . 9 % , than the composite beam for the floorslab is suited on the top flange . it s conversion section stiffness is lifted 8 . 0 % , elastic limit bending resistant capability is lifted 0 . 20 % , than the steel beam 弹性理论分析的结果表明，在钢梁截面大小相同的条件下，楼板位于钢梁下翼缘的组合梁和楼板位于钢梁上翼缘的组合梁相比，其换算截面刚度降低75 . 1 ，梁的弹性极限抗弯承载力降低47 . 9 ，楼板位于钢梁下翼缘的组合梁和纯钢梁相比，其换算截面刚度提高8 . 0 ，梁的弹性极限抗弯承载力提高0 . 2 。
	7.	The basic theory and step of whole process analysis of reinforced concrete beam section flexural rigidity is stated , the realization program is worked out and the academic example is analyzed . 4 . based on the static - state load test result of two practical projects , the application of the reinforced concrete beam system bridge structure disease examination and structure damage evaluation method is stated , and satisfaction result is gained 1 、综述了当前混凝土桥梁结构检测及损伤识别的各种方法体系，并简要评价了各方法体系的应用与不足； 2 、论述了基于静载试验的梁分段刚度系统识别的基本原理，编制了实现程序，并进行了数值算例分析，提出基于本原理的梁桥结构损伤识别与结构评价方法体系； 3 、阐述了钢筋混凝土梁截面抗弯刚度全过程分析的基本原理和方法步骤，编制了实现程序，并进行了相关算例分析； 4 、结合两片工程实例梁的静载试验，详述了梁桥结构损伤识别与结构评价方法的应用过程，得到了预期的效果。
	8.	Based on the experiment results , the damage form of abnormal exterior joint are summarized , characteristics of hysteresis curve are studied , the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed , working mechanism of abnormal exterior joint is researched , the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed , the basic data is provided for the design formula of abnormal joints 根据试验结果，总结了异型边节点的破坏形态，研究了节点滞回曲线的特征，讨论了节点核芯配箍率、梁柱截面高度变化对异型边节点抗剪性能的影响，分析了异型边节点的受力机理，提出应以“小核芯”为分析单元来研究此类节点抗裂和承载力的建议，为异型节点设计公式的建立提供了基础数据。

Similar Words：

"beam screen grid tube" Chinese translation, "beam screen-grid tube" Chinese translation, "beam se itivity" Chinese translation, "beam sea" Chinese translation, "beam seat" Chinese translation, "beam section of lens" Chinese translation, "beam selector circuit" Chinese translation, "beam self focusing" Chinese translation, "beam sensing system" Chinese translation, "beam sensitivity" Chinese translation