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1)  rigid arm and rod
刚臂拉杆
2)  rigid arm
刚臂
1.
In order to solve the problem of rigid anchor connection when using catenary cable element, based on the tangent stiffness matrix of two-node catenary cable element deduced with catenary equations, a more exact expression of tangent stiffness matrix is derived for two-node catenary cable element with arbitrary rigid arms.
为解决应用悬链线索元时锚固点的刚性连接问题,在应用悬链线基本方程导出的两节点悬链线索元的切线刚度矩阵基础上,推导出两端带任意刚臂的两节点精确悬链线索元的切线刚度矩阵显式表达式,并且分析了考虑索元初次张拉和成形使用两种条件下切线刚度矩阵的迭代求解技术。
2.
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
结合工程实例,分析了超高层建筑结构中桩基及主体结构体系选择,探讨了超高层建筑采用框架-筒体增设刚臂结构体系在地震和风载作用下的结构受力特点及其应采用的一些措施。
3)  outrigger [英]['aʊtrɪɡə(r)]  [美]['aut'rɪgɚ]
刚臂
1.
The optimum location, rational number of strengthened stories and suitable stiffness of outriggers are put forward.
提出了带加强层框架 -芯筒结构体系的合理的内力分析方法 ,给出了加强层的合理数量、最佳位置和刚臂的适宜刚度。
4)  outriggers
刚臂
1.
The Seismic Response Analysis of the Steel Frame-Concrete Core Structure with Outriggers;
带刚臂的钢框架—混凝土核心筒结构的地震反应分析
2.
The simplified plane models used by many researchers to study the effects of outriggers used in frame-tube structures to increase the rigidity of buildings generate much errous in analying the effect of outriggers.
在框架-核心筒体系中设置刚臂以提高结构的抗侧刚度是结构工程师经常采用的一种做法。
3.
Steel frame-core wall structure with outriggers was analyzed through the finite element analysis,and the mutation of the internal force of the structure and the comparison of different arrangement of structure were studied.
对带有刚臂的钢框架-混凝土核心筒超高层结构进行有限元计算分析,并对不同的结构布置和结构内力的突变进行比较分析,研究了刚臂的位置、数量、节点的连接方式改变时,其地震作用下结构地震反应的一般规律。
5)  tie-beam = tie beam
横梁;横臂;水平拉杆
6)  tie-beam = tie beam
横梁; 横臂;水平拉杆
补充资料:拉杆子
1.方言。当土匪。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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