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框架支撑
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  frame support
     How to Judge Whether Frame Support Should BeDesigned for Tower Equipment Plan
     在塔设备设计中如何判断是否加框架支撑
短句来源
     In construction of the grid shell roof of He'nan Sports Center, engineers used 48mm×3\^5mm steel pipes to set up a over-site scaffolding and structural steel frame support system in order to install the steel roof structure. In this aritcle, authors introduce design and construction of this support system.
     河南省体育中心网壳屋面使用48mm×3 5mm钢管搭设满堂脚手架和型钢框架支撑系统进行钢结构的安装,文中介绍支撑系统的设计与施工。
短句来源
     Whether frame support is needed or not is estimated by example calculation of tower's flexibility and strength in this paper.
     本文通过实例中对塔的强度及挠度的计算 ,来判断是否加框架支撑
短句来源
  “框架支撑”译为未确定词的双语例句
     Taking Nanjing Subway Mansion for an example,the superiority of a whole steel frame-bracing system for high-rise buildings has been demonstrated from this system′s advantages,necessity and rationality etc. It has been analyzed and compared with other structures,which may be a reference for the lectotype of other tall steel structures.
     以南京地铁大厦工程为例,从全钢框架支撑结构体系的优点、必要性、合理性等方面全面论证了在高层建筑中采用这种结构的优越性,并从采用全钢结构的必要性及其特点等方面对全钢结构与其他结构进行了分析与比较,对其他高层钢结构的选型具有一定的参考价值。
短句来源
     Design and Engineering Practice of Horizontally Sealed Frame Bracing System Used in Deep Foundation Pit
     深基坑中水平封闭框架支撑体系的设计和工程实践
短句来源
     A Brief Introduction to the Fabricated Frame-bracing Dam
     装配式框架支撑坝简介
短句来源
     The discussion of braces for steel structures on efficiency of anti-lateral sway
     钢结构框架支撑构件抗侧移效率的探讨
短句来源
     Steel-framed structure and Steel-concrete mixedstructure have good mechanics, and often use in high residence.
     钢框架体系,钢框架支撑体系和钢框架与混凝土混合体系整体性能较好,常用于多层及高层结构,较适用于地震区。
短句来源
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  相似匹配句对
     THE DESIGN AND CALCULATION OF ECCENTRICALLY BRACED FRAMES
     偏心支撑框架的设计计算方法
短句来源
     A Brief Introduction to the Fabricated Frame-bracing Dam
     装配式框架支撑坝简介
短句来源
     The Necessary Conditions for Frames
     框架的必要条件
短句来源
     Then,article also explains Struts' theory and every component.
     —Struts框架
短句来源
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  frame support
Jumbo frame support reduces bottlenecks when operating at gigabit speeds.
      
Organization frame support helps in sending and receiving special purpose test/information frames across the nodes.
      
The design of the auger allowed it to easily overbalance, causing the A frame support to collapse.
      
The gas collection chamber was placed in a water groove created by the wooden frame support in the field.
      


On the basis of the bibliography,the paper Presents an analytic methodfor the structural system consisted of rigid frames,brace struts,shear walls (ind-uding those with frames) Subject to Lateral loads.A computer program has beencompiled which may be of service to the designers

本文在文献(2) 的基础上提出了框架、支撑、剪力墙(包括带边框剪力墙)体系,在横向荷载作用下的分析方法。编制了计算机程序,可供设计者使用。

In this paper, determining optimum location of bracing wall panels in tall frame-panel construction is transformed as a nonlinear programming problem belonging to the field of optimum structural design. Therefore, a mathematical model for solving the problem is established. In the course of searching the optimum location, a regular method for placing the panels is discovered. Finally, the effect of total structural height and the number of spans on the location of walls is discussed.

本文把高层框架-支撑骨架中墙板的合理位置归结为结构优化设计中的非线性规划问题,建立了求解此问题的数学模型。在搜索墙板最优位置的过程中,找到了墙板最优布置的规律。最后讨论了结构高度及跨数对墙板最优布置效果的影响。

Recoil of towering constructions of bursting in directional blasting potentially has harm effects to the preserved buildings, installations and facilities. Studies on the recoil will bring much helps to estimate the reliable safety and optimization of choosing parameters of directional blasting in the limited collapsing area with complicated surroundings. This paper presents the mechanical analysis in different collapsing stages of various towering constructions (tube-supported such as chimney or water tower...

Recoil of towering constructions of bursting in directional blasting potentially has harm effects to the preserved buildings, installations and facilities. Studies on the recoil will bring much helps to estimate the reliable safety and optimization of choosing parameters of directional blasting in the limited collapsing area with complicated surroundings. This paper presents the mechanical analysis in different collapsing stages of various towering constructions (tube-supported such as chimney or water tower etc. ceinforced concrete such as frame structural and concrete masonry building, frame supported water tower etc.). comprehensively discusses the causes of recoil phenomena and the possible recoil area.In mechanical analysis, some schematic diagrams show the loading states of the demolished towering constructions, the relevant analysis formulas and their imbalance conditions are given. These may be helpful to optimize the parameters of blasting planning and provide some theoretical basis. On the basis of these analysis and engineering experiences of the author and other persons, some safety measures for planning blasting are suggested. The main measure against recoil in demolishing tube chimney or water tower is to ensure that the non-demolijhed part of the wall of the towering construction at the moment of blasting has e-nough strength and stability to support itself, which depends upon the blasting cut shape, its dimension and place on the wall,charge amount and the structure of the construction. As to the frame construction, the author proposes to control the heights of blasting and the bursting time in both falling and backward directions. Some examples are given.

高耸建筑物定向爆破倾倒时,对周围保留建筑物、设施等的安全性产生影响的危害效应之一是后座问题。研究和探讨后座现象以及提出预防措施,对高耸建筑物在有限坍塌范围的复杂环境中,爆破拆除时安全性预测及合理选择爆破参数、确保良好的爆破效果将有很大帮助。本文通过对不同类型的高耸建筑物。文中分为两类:一类是筒式支撑的烟囱、水塔等;另一类是钢筋混凝土框架结构或砖混楼房、框架支撑的水塔等)在定向爆破倾倒过程中个同阶段的力学分析,较全面地讨论了后座产生的原因、现象及可能出现的后座范围。在力学分析中,还给出了两类高耸建筑物从爆破开始至倾倒落地不同阶段的受力状态解析图和相应的解析式,以及不同材料爆破目标的破坏失稳条件,可为爆破设计中正确选择有关参数提供理论依据,然后,在力学分析的基础上以及根据爆破目标可能出现的后座现象,综合我们及国内其他学者大量工程实践经验,分别对筒式烟囱(水塔)及框架结构,提出了在爆破设计和施工中为防止或减小后座所应采取的对策对筒式烟囱(水塔),预防后座的主要对策是保证倾倒过程中,未爆的支撑筒壁(保留部分)有足够的强度与稳定性,这主要取决于爆破切口的形状,切口尺寸、切口下沿至地表面的距离、药量、烟道和出...

高耸建筑物定向爆破倾倒时,对周围保留建筑物、设施等的安全性产生影响的危害效应之一是后座问题。研究和探讨后座现象以及提出预防措施,对高耸建筑物在有限坍塌范围的复杂环境中,爆破拆除时安全性预测及合理选择爆破参数、确保良好的爆破效果将有很大帮助。本文通过对不同类型的高耸建筑物。文中分为两类:一类是筒式支撑的烟囱、水塔等;另一类是钢筋混凝土框架结构或砖混楼房、框架支撑的水塔等)在定向爆破倾倒过程中个同阶段的力学分析,较全面地讨论了后座产生的原因、现象及可能出现的后座范围。在力学分析中,还给出了两类高耸建筑物从爆破开始至倾倒落地不同阶段的受力状态解析图和相应的解析式,以及不同材料爆破目标的破坏失稳条件,可为爆破设计中正确选择有关参数提供理论依据,然后,在力学分析的基础上以及根据爆破目标可能出现的后座现象,综合我们及国内其他学者大量工程实践经验,分别对筒式烟囱(水塔)及框架结构,提出了在爆破设计和施工中为防止或减小后座所应采取的对策对筒式烟囱(水塔),预防后座的主要对策是保证倾倒过程中,未爆的支撑筒壁(保留部分)有足够的强度与稳定性,这主要取决于爆破切口的形状,切口尺寸、切口下沿至地表面的距离、药量、烟道和出灰口的位置以及结构本身的强度,同时给?

 
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