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rubber seat
相关语句
  橡胶支座
     Countermeasure and Analysis on Highway Plate-type Laminated Rubber Seat Destroyed in Early Days
     公路板式橡胶支座早期破坏的分析及对策
短句来源
     THEORETICAL ANALYSIS AND EXPERIMENTAL RESEARCH ON STABILITY OF BEAM BODY ON RUBBER SEAT
     橡胶支座上梁体稳定性的理论分析及实验研究
短句来源
     This paper presents theoretical calculation method for lateral stability of beam body on rubber seat, based on the analysis of lateral stability of concrete simple-supported beam.
     本文在混凝土简支梁横向稳定性分析的基础上,提出了橡胶支座上梁体横向稳定性的理论计算方法。
短句来源
     The problem that plate-type laminated rubber seat destroyed in early days catches people′s eyes in recent years.
     近年来板式橡胶支座早期破坏的问题引起了人们的广泛关注。
短句来源
     There are many factors affect this happened,but the quality of plate-type laminated rubber seat is the key factor. There are many measures,such as strictly control its quality,fully consider shearing and out of shape in the corner,control its axis,elevation and level off,prevent seat empty and receive stress non-uniformity,to prevent plate-type laminated rubber seat destroyed in early days .
     板式橡胶支座早期破坏的因素很多,而橡胶支座本身的产品质量是关键因素,故严格控制所购橡胶支座的品质,充分考虑支座的剪切和转角变形,控制支座垫石的轴线、标高和平整度,防止支座脱空和受力不均匀,是防止公路板式橡胶支座早期破坏的重要措施。
短句来源
  相似匹配句对
     Establishing plank - type rubber support seat
     浅谈板式橡胶支座的安装
短句来源
     Establishing rubber support seat of plate girder bridge
     板梁桥橡胶支座的设置
短句来源
     Rubber Wear
     橡胶的磨耗
短句来源
     Rubber Geometry
     橡皮膜上的几何学——浅谈拓扑学的产生和发展
短句来源
     The Development of the Seat Belt
     汽车座椅安全带的发展
短句来源
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  rubber seat
If the discharge primer valve is equipped with a rubber seat, coat it with rubber preservative.
      
Figure 2 Axi-symmetric model of the rubber seat The CFD domain shown in Figure 3 models the flow path.
      


A model is established after considering tile end transverse beam bent and rubber seat deformation of single span skew girder.The calculation formulae of reaction forces and internal forces commonly occured under loading are derived.The Influence ofsupporting stiffness on' the skew.gitder is analysed and studied,and several important conclusions are obtained.

本文在考虑端横梁的弯曲和支座变形对斜主梁所提供的弹性抗拉支承和竖向弹性支承的基础上,建立起弹性支承单跨斜梁的分析计算模型,导出了在常见荷载作用下的反力内力公式,分析了支承刚度对斜主梁所产生的响应,且得到了一些重要的结论。

By choosing the optimum project from blue prints about the column pier that with three- step continuous girder which used in building town bridges, this paper expounds theories, such as the suppose condition of the force exert on the platform of flexible pier, the flexibility of the rubber seat, and the theory of how to predigest the calculation of three - step continuous girder by using the method of distribution internsity. This paper also express the dffect on building truth bridge by using such theories....

By choosing the optimum project from blue prints about the column pier that with three- step continuous girder which used in building town bridges, this paper expounds theories, such as the suppose condition of the force exert on the platform of flexible pier, the flexibility of the rubber seat, and the theory of how to predigest the calculation of three - step continuous girder by using the method of distribution internsity. This paper also express the dffect on building truth bridge by using such theories.

本文从一座城市三跨连续梁桥柱式桥墩优化方案比选,阐述柔性墩台受力假设条件、橡胶支座柔性、刚度分配法简化三跨连续梁计算原理,以及实桥应用效果。

With the consideration of the single column pier design of Shanghai rail transit Xinmin Line and the jointless track laid on the elevated bridge, a mechanics model for the power interactions of elevated bridge structure pile foundation earth is set up. Calculation on elastic and non linear earthquake response with project site wave is carried out, and anti seismic ductility analysis is also done. The study is concentrated on the longitudinal binding on bridge from the long steel track laid on the elevated...

With the consideration of the single column pier design of Shanghai rail transit Xinmin Line and the jointless track laid on the elevated bridge, a mechanics model for the power interactions of elevated bridge structure pile foundation earth is set up. Calculation on elastic and non linear earthquake response with project site wave is carried out, and anti seismic ductility analysis is also done. The study is concentrated on the longitudinal binding on bridge from the long steel track laid on the elevated bridge, the anti seismic effects on bridge by descendant structure, as well as the analysis of damping effects on bridge of rubber seat. Design parameters and control measures of anti seismic for Xinmin Line Elevated Bridge are proposed.

结合上海市轨道交通莘闵线独柱墩设计 ,针对高架上铺设无缝线路的实际情况 ,建立了高架桥梁结构一桩基—土动力相互作用力学模型 ,采用工程场地波计算了高架桥的弹性、非线性地震响应 ,并对其进行抗震延性分析 ;重点探讨了高架桥上长钢轨对桥梁的纵向约束作用及后继结构对桥梁抗震性能的影响 ,分析了橡胶支座对高架桥的减隔震作用 ;提出了莘闵线高架桥合理抗震设计参数及抗震措施

 
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