例句與造句

1. Testing of cables , wires and flexible cords ; continuance of isolation effect under fire conditions
   電纜絕緣導(dǎo)線和軟線的檢驗(yàn).第814部分:火情情況下隔
2. Research emphasizes on each parameter ' s influence on the performance of vibration isolation , and on how to ensure the vibration isolation effect of the controlled object
   研究的重點(diǎn)是各參數(shù)對(duì)系統(tǒng)隔振性能的影響，以及如何保證受控對(duì)象的隔振效果。
3. In view of the different raft structure , the finite element model of raft has been established , and the natural vibration characteristic and isolation effect are calculated using msc / patran
   針對(duì)不同的筏體結(jié)構(gòu)，在msc / patran中建立浮筏的有限元模型，并且分析其固有振動(dòng)特性、隔振效果，為隔振設(shè)計(jì)提供參考。
4. Numerical results show that the sliding structure using semi - active control not only has good vibration isolation effect , but also has less maximum slippage and less residual base displacement
   對(duì)實(shí)例計(jì)算結(jié)果的分析表明，半主動(dòng)控制下的滑移隔震結(jié)構(gòu)不但具有較好的隔震效果，而且能有效地減小基底的最大滑移量及殘馀位移。
5. Based on the previous research , theoretically analyses the influence of combinations of air changes and cooling load in an isolation ward and the adjacent buffer room on isolation effects when the temperature difference is considered
   摘要從理論上分析了考慮溫差影響下，隔離病房和緩沖室的換氣次數(shù)與房間冷負(fù)荷的匹配情況對(duì)兩室一緩工況下隔離效果的影響。
6. It's difficult to find isolation effect in a sentence. 用isolation effect造句挺難的
7. Through test and calculation , the paper find that : the isolation effect of integrated isolation bearing is good , withal it ' s briefness construction and installation , the integrated isolation bearing is a promising isolation bearing
   本論文通過(guò)實(shí)驗(yàn)、計(jì)算分析認(rèn)為：功能分離式減震支座減震效果良好，制造安裝方便、造價(jià)低廉，是一種很有發(fā)展前景的減震支座。
8. Based on extensive investigation of construction technique history of chinese ancient buildings , the structure method , structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form . through a series of experiments on constituent parts of chinese ancient timber building structure , including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings , the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings , the tests on vibration isolation effect of friction and slippage between column footing and their socle base , and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions , destroyed conditions and reinforced conditions , many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings , the static function , the seismic performance , energy dissipation , vibration reduction , energy - loss mechanism , nechanicalmode and failure mode were studied . aplenty of valuable parameters of the structure system were obtained , such as the natural period of structure , vibration modes , damping ratio , factor of vibration isolation , oscillate amplitude of ineitial accebration , velocity and displacement , magnitude of slippage , and the mechanism of structure failure and collapse etc . based on these research , the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method , calculating mode , strength analysis of members and joints , strengthening methods for serving damaged ancient timber structure buildings were also taken into account
   依照宋代《營(yíng)造法式》建造了抬梁式殿堂木結(jié)構(gòu)構(gòu)件及結(jié)構(gòu)模型，對(duì)中國(guó)古代木結(jié)構(gòu)中的典型構(gòu)造如：柱腳在礎(chǔ)石頂面平擱簡(jiǎn)支、柱架榫卯連接、柱高不越間之廣、側(cè)腳、生起、斗拱等的構(gòu)造機(jī)理及結(jié)構(gòu)功能進(jìn)行了量化分析和實(shí)驗(yàn)研究： (一)通過(guò)木柱石礎(chǔ)靜摩擦試驗(yàn)，測(cè)定了柱腳與石礎(chǔ)古鏡面間的摩擦系數(shù)及摩擦力隨上部結(jié)構(gòu)荷載變化的規(guī)律； (二)通過(guò)單柱承載力試驗(yàn)，測(cè)定了古建筑中木柱的受力變形特征、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； (三)通過(guò)柱架低周反復(fù)荷載試驗(yàn)，測(cè)定了柱架的抗側(cè)移剛度、柱架恢復(fù)力特性及滯回曲線、榫卯張角剛度及其變化規(guī)律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數(shù)； (四)通過(guò)斗?低周反復(fù)荷載試驗(yàn)和受壓試驗(yàn)，測(cè)定了古建筑木構(gòu)件與木構(gòu)件間摩擦系數(shù)，斗?抗側(cè)移剛度，斗?恢復(fù)力特性及滯回曲線，斗?抗壓極限承載力及受力變形規(guī)律； (五)通過(guò)抬梁式殿堂間架模型振動(dòng)臺(tái)試驗(yàn)，測(cè)定了殿堂木構(gòu)架結(jié)構(gòu)自振周期，地震反應(yīng)振形、阻尼特性及阻尼比；按結(jié)構(gòu)分層特點(diǎn)對(duì)柱腳、柱頭和斗?層上的屋蓋的地震反應(yīng)采用多點(diǎn)同步測(cè)量，對(duì)柱根滑移、榫卯變形、斗?的變形、復(fù)位、耗能減振參數(shù)等進(jìn)行了定量分析。