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frame wall相关的网络例句

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与 frame wall 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based on the analysis of mechanism for joint region, the "frame-wall" and "aslope compression stub column" mechanical models and yielding patterns of core zone of the joints are set up. The shear load-carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. And then, the comparisons between the formulas given in this paper and that of Chinese Design Code and nonlinear FEM as well are presented.

对节点核心区的抗剪,通过受力机理的分析,建立了钢"框架剪力墙"加混凝土斜压短受力体系及其屈服机制,根据塑性极限分析,给出了节点核心区抗剪承载力计算的迭加公式,《规程》公式和非线性有限元近似模拟分析结果进行了比较。

Vertical-virescence is a way of virescence that in the vertical direction.,which planting lianes,climber,or growing plants in the flowerpot by using special attachment such as frame ,wall ,baluster and so on , to get the effect of virescence and beautification .

垂直绿化是在立体空间利用棚架、墙体、栏杆等栽植藤本植物、攀缘植物或采用盆钵栽植垂吊植物,达到立体绿化和美化等效果的一种绿化方法。

In the paper, the static behavior of frame-wall beam was studied by means of finite element analysis of model

同时,依据试验参数,采用有限元程序对模型进行竖向荷载作用下的分析,进一步研究了其受力变形性能。

The invention is directed to a dry shaving apparatus with an electric drive mechanism provided in a housing (1) and a housing part in which a removable frame equipped with at least one cutter element is held by at least one detent mechanism, wherein upon release of the removable frame by the detent mechanism the removable frame is movably held in a holding position by a retaining device, wherein in said holding position provision is made for at least one distance (W, W1) between a wall of the removable frame and a wall of the housing part, and the removable frame is adapted to be set in motion by the drive mechanism.

本发明涉及一种干式剃须装置具有:一个设在壳(1)中的电驱动机构和一个壳部,其中可拆卸的刀框由至少一个插销机构固定,可拆卸的刀框包含至少一个刃具,其特征在于,在插销机构将可拆卸的刀框释放时可拆卸的刀框由一个固定装置可动地固定在固定位置,在所述的固定位置中,在可拆卸的刀框的一个壁和壳部一个壁之间形成至少一个距离(W1、W2),并且可拆卸的刀框能通过驱动机构置于运动中。

Many people climb the top of the ladder, they found the wrong ladder frame wall .

许多人爬到了梯子的顶端,却发现梯子架错了墙。

Story asymmetric structures. The symmetric frame and frame - wall systems were studied in this paper ,and the

偏心结构在地震作用下的弹塑性侧扭耦联反应,分别以框架和框剪结构为研究对象,以相应的对称结构

This paper analysizes and develops a simplified calculating method for tall frame wall structure s subjected to horizontal loads.

对高层框剪结构简化计算进行了探讨,通过理论分析编制了计算程序,并用该程序对某一具体工程进行了动力特性的计算。

This dissertation studies the theories and methods of analysis and active control of nonlinear seimic responses of reinforced concrete frame — wall structures under earthquake motions.

本文研究在地震作用下钢筋混凝土框架—剪力墙结构的非线性地震反应与非线性地震反应主动控制的理论和方法。

Composed of round door frames, gate, rack , sealing strip, adjustable structure of sealing , this kind of sealing principle is door frame is fixed on square pipe of pool and wall, rack is fixed on door frame and wall, through rack opens and closes till weld block of gate meets with weld block of rack to make sealing surface of gate close to sealing surface of door frame to achieve sealing .Besides , sealing of gate and sealing of door frame are made of inlaid copper which is well resistance ,It makes valve with well sealing ,wear resistance , corrosion resistance, easily operation, convenient installation , long life , wildly usage.

本闸门是由圆型门框、闸板、导轨、密封条、可调整密封机构等部件组成,其密封原理是门框固定于水池圆型管道及墙壁上,导轨固定门框与墙壁上,闸板通过导轨做启闭动作,直到闸板上的锲块碰到导轨条上的锲块,使得闸门密封面紧靠门框上的密封面,从而起到密封效果,另外闸板密封面跟门框密封面都是镶铜材质的,具有耐磨损的特性,使得阀门密封密封性好、耐磨性强、耐腐蚀、操作简单、安装方便、使用寿命长、适应性广等特点。

In this thesis, an effective analysis model, named "equivalent column" model, was proposed for the wall inside the RC frames, and consideration the wall can resist axis force, moment, and shear force. The "equivalent column" model can simulate the brick wall, the RC wall as well as the wing wall. The experimental and analytical results of the RC column, pure RC frame, RC frame in-filled with RC wall, RC frame in-filled with brick wall, RC frame in-filled with wing wall, and RC column repaired by using the steel wire cables and the carbon fiber reinforced plastics were compared in the thesis.

中文摘要本研究主要分析补强前后含墙RC构架之耐震行为,目的是希望能合理有效地分析建筑物之侧向力与位移曲线,以利后续作为耐震评估之用,并考量墙体具有承受轴力、弯矩与剪力之较高自由度行为,以「等值柱」模型模拟含砖墙与含RC墙构架以及「墙柱」模型模拟含RC翼墙构架之耐震行为,分别对国内实验数据及理论分析方法-极限软化桁架模型进行比对。

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