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1)  abutment remove
支座移动
1.
It is a general measurement to use the"typical equation"for either the force or the translocation when counting the statically indeterminable construction internal force in abutment remove,thus it makes the counting more common and regular.
支座移动作用下超静定结构的内力计算,无论是采用力法还是采用位移法,都可用"典型方程"来计算,使计算具有一般性和规律性。
2)  beam with fixed joint
不可移动支座梁
1.
Theoretical analysis of the beam with fixed joint ends as the simply supported beam;
两端不可移动支座梁简化为简支梁的理论分析
3)  freely movable bearing
活动支座,自由移动支承
4)  boundary displacements
支座位移
1.
General solution method of rectangular plate bending with two opposite ends supported under boundary displacements;
支座位移作用下一对边支承矩形弹性薄板弯曲统一求解方法
2.
Using the united method in this paper,bending solution of rectangular plates with various supported conditions is solved when the plate is subjected to boundary displacements.
对四边支承矩形板提出了一种统一的弯曲挠度表达式,该表达式切合板边界所能激发的弯曲变形形态和角点位移时导致的变形特点,可用于计算四边支承矩形板在边界发生任意支座位移时的弯曲。
5)  support displacement
支座位移
1.
Combined with the construction of the Magong Bridge in Changzhou City, the prestress technique by means of the support displacement method to avoid cracks in floor deck concrete caused by tensile stress is studied.
本文 结合常州市马公桥工程的建设,对采用支座位移法来施加预应力,避免桥面混凝土开裂的技术进行了研究。
2.
The influence of support displacement on the load\|carrying capacity of arched corrugated metal roof(ACMR) is evaluated through global stability analysis of this kind of roof structure working together with its supporting structure.
通过对不同矢跨比的金属拱型波纹屋盖结构连同其下部支承结构进行自重类荷载作用下的稳定承载力分析 ,明确了支座位移对这种屋盖结构承载力的影响 ,并为确立这种结构的简化设计计算模型提供了依据。
6)  sliding bearing
滑移支座
1.
This paper analysing a software by the aid of SAP2000 finite element method,adopt 3 kinds nonlinearity link element in common use to carry out a simulation to the sliding bearings on continuous girder bridge(teflon bearing):Level nonlinearity spring element、Wen plasticity element and sliding board element.
通过借助于SAP2000有限元分析软件,对连续梁桥上设置的滑移支座(聚四氟乙烯支座),采用常用的3种非线性连接单元进行模拟:水平非线性弹簧单元、Wen塑性单元以及摩擦板单元。
补充资料:V形柱式支座
分子式:
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性质:每两根支柱组成一组呈V字形结构,每组支柱与球形容器的赤道圈等距离相连,柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切,相对赤道平面的垂线向内倾斜2°~3°,因而在连接处可产生一向心水平力,增加了基础的稳定性。

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