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frame brace
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  “frame brace”译为未确定词的双语例句
     Presenting a practice scheme of the frame brace steel bar information recognizing system,researching the kernel tech of the system and programmed it,discussing existing problem and resolved method and improving it of the system;
     运用层次化图形识别方法,给出了框架柱钢筋信息识别系统的具体实现方案,对系统采用的核心技术进行了研究并进行了具体的编程实现,讨论了系统存在的实际问题与解决方法及对系统的进一步完善;
短句来源
     The Study of Bogie Frame Brace Welding Process and Fatigue Life
     转向架交叉支撑装置焊装工艺与疲劳寿命研究
短句来源
     Thus,in the design specific measures were taken for treating design parameters,beam-column section of portal frame,brace layout and joint,which could guarantee the feasibility of the structural design.
     因此,设计中对设计参数、刚架梁柱截面、支撑布置及节点处理方面采取了具体措施,保证了该结构设计的可行性。
短句来源
     Expression Model of Reinforcing Steel Bar and Information Obtain and Recognise of the Frame Brace in "Plane Method
     “平法”框架柱钢筋表达模型及信息获取和识别技术研究
短句来源
     Expression Model of Reinforcing Steel Bar and Project Amount Statics of the Frame Brace in "Plane Method
     “平法”框架柱钢筋表达模型及工程量统计系统研究
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  相似匹配句对
     (2) the brace-steel frame system.
     (2)钢框架—支撑结构体系。
短句来源
     The Analysis for Anti-seismic Perofrmance of R.C.Frame-Brace Structure
     钢筋混凝土框—撑结构抗震性能分析
短句来源
     NET frame.
     NET框架下实现了该入侵监测系统。
短句来源
     NET frame.
     NET的分布式测绘资料管理系统JSCH.
短句来源
     Progress of Brace Treatment for Scoliosis
     脊柱侧凸的支具治疗进展
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The fabricated frame-bracing dam is a new style regulating structure used for the regulation of a meandering river. On the basis of indoor test,this paper gives a description to the structural features, design of dam, analysis of stability, construction methods, and evaluation to its merits and deficiencies.

装配式框架支撑坝是为适应游荡性河道整治需要而提出的一种新型整治建筑物。本文在室内试验的基础上着重介绍这种坝体的构造、坝体设计、坝体稳定分析、施工工艺及优缺点比较。

The seismic behaviour of energy consumption, including deformation ability,ductility,damping ratio etc.,as well as the rigidity and the mechanism of destruction of RC frame braced by bent-bracing are studied by experiment on seven two-story frames, among which six are braced by type K bent-bracing and one is without bracing. under low frequency cyclic loading. The experiments show that bent-bracing, which has the features of being open in space and light in weight, forms...

The seismic behaviour of energy consumption, including deformation ability,ductility,damping ratio etc.,as well as the rigidity and the mechanism of destruction of RC frame braced by bent-bracing are studied by experiment on seven two-story frames, among which six are braced by type K bent-bracing and one is without bracing. under low frequency cyclic loading. The experiments show that bent-bracing, which has the features of being open in space and light in weight, forms a very good member for consuming energy and in resisting lateral force. The principles and suggestions on design are also presented in this paper.

通过设置K型砼折曲撑以及其他型式支撑的两层框架和不设支撑的纯框架在低周反复荷载下的试验,着重研究了折曲撑框架的变形能力、延性系数、阻尼比等抗震耗能性能,以及其刚度和破坏机制。试验表明,折曲支撑是很好的消能抗侧力构件,且具有空间开敞。自重轻等特点。本文根据试验分析,提出了设计原则和建议。

On the base of the experiment results of five RC frames braced eccentricly with steel, it was presented that this kind of composed structure resembles the pure frame in durability and yet its lateral stiffness and load-resistant capability is obviously increased.Compared with the restriction on deformation in code GBJ11 - 89, this new structures fully made use of its materials and improve the capability of energy consumption under repeated loading, plastic durability and degeneration of resistance....

On the base of the experiment results of five RC frames braced eccentricly with steel, it was presented that this kind of composed structure resembles the pure frame in durability and yet its lateral stiffness and load-resistant capability is obviously increased.Compared with the restriction on deformation in code GBJ11 - 89, this new structures fully made use of its materials and improve the capability of energy consumption under repeated loading, plastic durability and degeneration of resistance. Through analying the behaviour of the link beam and eccentrically braced frame(EBF), it was founded that the link beam and brace are major factors inflecting the action of EBF. The inflection of bond-slip and p-△action become less than on the pure frame Furthermore, the index reaching limit state isn't same time with forming changeable mechanism.

在总结五榀偏心框架结构试验的基础上,指出了这种新型抗震结构具有与纯框架结构相同的延性,但其抗侧刚度,承载能力明显提高,与GBJ11-89变形限值相比较,可充分发挥材料性能,而且其在反复荷载下的耗能性能、塑性性能及强度退化性能均有不同程度的改善。通过对连系梁和偏心支撑框架的分析可知:连系梁及支撑是影响这种结构的主要因素,而且钢筋粘结滑移,P-△效应的不利影响明显的减小,结构不再以形成机构为极限状态的标志。

 
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