Chinese translation for "固有周期"
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- eigenperiod
free period of circuit
natural period
proper period
Related Translations:
固有导纳: intrinsic admittancenatural admittanceself-admittance 固有振荡: built in oscillationbuilt-in oscillationnatural oscillationsproper oscillations 固有寻址: inherent addre inginherent addressing 固有淬透性: inherent hardenability 固有电容: natural capacitancenatural capacityself capacityselfcapacity
- Example Sentences:
| 1. | Natural period of soil site
动力机器基础地基固有周期 | | 2. | The eigenperiods , for the most part , are influenced by the mean winds in the lowest three scale heights
固有周期在最低的三个大气标高高度上多半会受到平均风的影响。 | | 3. | Therefore , the structure and feature of different foundation soil strata can be distinguished for different kinds of frequency response of site
而这些频率又是与由地层内的波的重复反射产生的地基固有周期相对应。地脉动的频谱特性能够反映出场地土的构成和特性。 | | 4. | The carrying capacity , intrinsic period and the displacement are selected as the parameters of the standard table . so the lrb standardization is finished
选定支座设计承载力、桥梁的固有周期和支座变位作为标准化图表的参数，从而完成了铅销橡胶支座的初步标准化。 | | 5. | 5 ) the method to calculate the natural periods of staggered truss with sshsti with raft - pile foundation is decided , and the natural periods of staggered truss with column foot fixed and sshsti with raft - pile foundation are calculated and investigated
5 )明确了计算地基及桩筏基础共同作用时固有周期的计算方法，计高层钢结构交错析架体系一与地基基础共同作用研究算研究了交错析架体系柱脚固定时和地基及桩筏基础共同作用时体系的各个固有周期。 | | 6. | This paper introduces the development and present situation of vibration absorb technology in the world ; generally analysis the rubber - bearing ( rb ) and lrb " s operative mechanism , function and the calculation of parameter ; advance the concept of standardization to lrb ; on the basis of generally analyzing the connected factor such as the site category , the diameter of lead bar , the height of bearing , the designing carrying capacity , the span of bridge , the inherent period and the displacement of rb , determine the parameter , the absorbing vibration target , the method and the process of standardization to lrb ; then according to the two - step rule of resisting and defending earthquake , and combining with the response spectrum theory in the seismic vibration of bridge , make a lot of calculation and analysis of vibration absorb design to the real bridge collected and combined by finite element program ; at last , gives the result of standardization through diagram and explains to its usage
本论文介绍了国内外减震技术的发展和现状；综合分析了普通板式橡胶支座和铅销橡胶支座的工作机理、性能及参数的计算；提出了铅销橡胶支座标准化的概念；在综合分析场地土、铅销直径、支座高度、设计承载力、桥梁跨径、固有周期以及支座变位等影响因素的基础上，确定了铅销橡胶支座标准化的参数、减震目标、方法和过程；并根据抗震设防两阶段原则，结合桥梁地震振动理论的反应谱法，运用有限元程序对收集和组合的实桥进行了大量减震设计的计算和分析；最后以图表的形式给出了铅销橡胶支座标准化的结果，并说明了其使用方法。 | | 7. | As the basis of study in the last chapters , the operational principle of passive anti - rolling tank and controlled passively anti - rolling tank is described . we also discuss the configuration of valves , and an innovation selecting the natural frequency of controlled passive anti - rolling is put forward . according to lagrange dynamics equation of motion , a mathematical model of the ship - controlled passively anti - rolling tank system is developed
然后，作为以后各章节研究的基础，介绍了被动式减摇水舱和可控被动式减摇水舱的工作原理，对可控被动式减摇水舱的控制阀配置进行阐述，并且给出了可控被动式减摇水舱的固有周期的选取方法。 | | 8. | A project has been brought forward , which focuses on the combination of an oscillation equipment with double steel - rob and the photoelectric technology on non - contact measuring . with collective precision being analyzed , the paper also points out how to bring it into effect . secondly , the design of mechanism , hardware and software of photoelectric measuring system with a core of at89c51 single chip microcomputer is accomplished
首先进行了不规则外形刚体转动惯量测量的理论探索，找出了刚体转动惯量与振动固有周期的关系，提出了以双钢柱扭摆机构，结合光电非接触检测技术测量航弹极转动惯量的方案，并进行了总体精度分析，提出实施手段；其次，完成了航弹极转动惯量测量系统的机械设计、以at89c51单片机为核心的光电检测系统的硬件及软件的设计；最后，给出了实验数据分析及结论。 | | 9. | The natural periods of formal six modes were advanced researched , the floor panel is assumed to be elastic , contrast with the results , first time it ' s found that the third natural period has a small affection considering sshsti . when the axial loads on piles are considered , the other periods in the formal six modes have relative percent variation from 30 % to 60 % , and the relative percent changes small considering different ground
对比分析发现，体系前六阶振型中，考虑楼板弹性假定的地基基础与结构共同作用对第三振型固有周期基本不存在影响，当地基中的群桩考虑轴力时，其它固有周期增大在30 %至60 %之间，且不同地基之间的差异变化较小。 |
- Similar Words：
- "固有制程变异" Chinese translation, "固有质" Chinese translation, "固有质量" Chinese translation, "固有中子法" Chinese translation, "固有重量" Chinese translation, "固有转动" Chinese translation, "固有转换" Chinese translation, "固有转换, 固有翻译" Chinese translation, "固有装置系统" Chinese translation, "固有状态" Chinese translation
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