Chinese translation for "弹性支座"
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- elastic bearing
elastic mounting
elastic support
resilient support member
yielding seat
Related Translations:
滑动支座: slider supportsliding feetsliding support 橡胶支座: neoprene bearingneoprene padrubber plinth 自由支座: free bearingfree support 支座绝缘子: base insulatorbaseinsulatorpedestal insulatorpost insulatorstand off insulatorstand-insulatorstandoff insulator 管支座: pipe anchoragepipe support 锅炉支座: boiler saddleboiler support
- Example Sentences:
| 1. | Resilient mountings , guide for describing the characteristics of
描述弹性支座特性的指南 | | 2. | Analysis of dynamic stability with elastic support bars
具有弹性支座杆件的动力稳定性研究 | | 3. | Elastically supported continuous girder
弹性支座连续梁 | | 4. | According to shearing deformation principle of continual elastic support , this paper analysis the natural frequency of the single - layer workshop roof system
摘要提出按连续弹性支座剪切变形原理分析单层厂房屋盖体系自振频率，介绍不同类型的支座对屋盖自振频率的影响，并采取有效措施，避免厂房引起共振。 | | 5. | ( 5 ) the monitoring results of horizontal displacement along the pile in length indicate that pile bottom is not a fixed end as assumed . displacement also occurs on the pile bottom . assuming pile bottom as a elastic support will be more correct
( 5 )由桩身沿深度的水平位移监测结果可以看出，围护桩桩底并未如通常所假设的那样为固定端，在其底端也有位移，围护桩底端假设为弹性支座才更符合实际情况。 | | 6. | As we know , support at the both straight edge of acmr is a elastic support between the hinged support and fixed support , and its stiffness is variational . so the relation between support stiffness and load - carrying capability of acmr is worth to be studied
众所周知，实际工程中波纹拱两端的直边支座处于铰支和固支之间，属一弹性支座，其弹性刚度是变化的，支座刚度与波纹拱结构受力性能及稳定承载力之间的关系是一个非常值得研究的课题。 | | 7. | Abstract : in this paper , the equation of five moments of comtinuous beam with step cross section on the elastic support under the action of arbitrary loads is introduced , and this equation is checked with the practical example . thus , this complicated question is settled concretely
文摘:导出了在载荷作用下任意段的阶梯状变截面弹性支座连续梁的通用五弯矩方程式,并以实例进行了验算，从而使阶梯状变截面弹性支座连续梁这一复杂问题得到了具体的解决 | | 8. | On the basis of simplified calculation model presented by doctor wangxiaoping , some finite element models are set up . by finite element model program sap93 , an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made . also a study on the relation between definite support displacement , which reflect variational stiffness of substructure represented by steel column or reinforced concrete column , and load - carrying capacity mechanical performance is made too
本文以w666金属拱型波纹屋顶为研究对象，沿用王小平博士的简化计算模型，对18m 、 30m跨波纹拱两端不同支座形式(铰支、固支和弹性支座)分别利用有限元计算程序sap93进行计算分析，研究波纹拱在不同跨度，不同支座形式下，不同外荷载作用时对该结构受力性能及稳定承载力的影响，同时分析下部支承钢柱、钢筋混凝土柱的刚度变化体现为允许支座位移的大小与结构受力性能及稳定承载力之间的关系。 |
- Similar Words：
- "弹性支承装置" Chinese translation, "弹性支持梁" Chinese translation, "弹性支点" Chinese translation, "弹性支架" Chinese translation, "弹性支柱" Chinese translation, "弹性支座连续梁" Chinese translation, "弹性织品有限公司" Chinese translation, "弹性织物" Chinese translation, "弹性织物织机" Chinese translation, "弹性执行" Chinese translation
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