artificial earthquake中文是什么意思

發(fā)音:

中文翻譯
造句

人工地震
人為地震

artificial adj. 1.人工的，人造的；人為的 (opp. nat ...
earthquake earthquake 地動(dòng)山搖
artificial adj. 1.人工的，人造的；人為的 (opp. natural)。 2.摹擬的 (opp. genuine, real); 不自然的，矯揉造作的，虛假的。 3.武斷的，隨意決定的。 artificial rules for dormitory residents (不考慮居住者實(shí)際情況的)武斷的宿舍管理規(guī)則。 an artificial system of classification 人為的分類(lèi)系統(tǒng)。 artificial daylight 太陽(yáng)燈。 an artificial eye 人造眼，假眼。 an artificial tooth 假牙。 artificial flowers 假花。 artificial ice 人造冰。 an artificial smile 假笑。 n. 人造肥料；〔美國(guó)〕假花。 n. -ity 人工，人造，人為；人造物，人為之事；不自然。 adv. -ly 人工地，人為地，不自然地，虛偽地。 n. -ness 人工，人為，矯揉造作，不自然。
large earthquake, major earthquake 大震
- earthquake storms 地震風(fēng)暴
a land of earthquake 多地震地區(qū)
a strong earthquake 一陣強(qiáng)烈的地震
anaerobic earthquake 探源地震
analog earthquake 模擬地震
anatectic earthquake 深源地震
anetectic earthquake 深源地震
anomalous earthquake 異常地震
anticentre of earthquake 反震央
atectonic earthquake 非構(gòu)造地震
catastrophic earthquake 破壞性地震
central earthquake 中心震
circular earthquake 環(huán)形地震; 圓圈地震
cold earthquake 冷脆性地震
collapse earthquake 崩塌地震; 崩陷地震; 陷落地震
complex earthquake 復(fù)合地震
continental earthquake 陸震
credible earthquake 可信地震
crustal earthquake 地殼地震
cryptovalcanic earthquake 潛火山地震

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例句與用法

The multi - point effect with input of the artificial earthquake acceleration simulated by interpolation method is weaker than that of the directly simulated acceleration
用內(nèi)差法合成的地震動(dòng)輸入情況下多點(diǎn)效應(yīng)弱一些，但仍能體現(xiàn)多點(diǎn)效應(yīng)。
The paper has presented a physical oil production technology by artificial earthquake , that is , vibration waves are caused in the oil - bearing formation , resulting in a series of vibration effects , there - fore , oil productivity or water injectivity is increased
摘要人工地震采油是通過(guò)地面可調(diào)頻振源進(jìn)行一定頻率的振動(dòng)，產(chǎn)生振動(dòng)波，在油層發(fā)生一系列的波動(dòng)效應(yīng)，達(dá)到增產(chǎn)增注目的的一項(xiàng)物理法采油技術(shù)。
The wavelet spectrum has been suitably scaled for matching of the response spectrum of the artificial earthquake wave with specified design response spectrum . consequently , the artificial earthquake wave is produced consistent with given response spectra
為了擬合給定設(shè)計(jì)反應(yīng)譜，本文將生成的人工地震波的小波譜進(jìn)行適當(dāng)?shù)恼{(diào)整直至人工地震波的反應(yīng)譜與設(shè)計(jì)反應(yīng)譜相一致，從而生成與給定設(shè)計(jì)反應(yīng)譜相一致的地震波。
4 , for the above optimal parameters , a large - scale shaking table model testing of the tmd seismic decrease structure using the el centra earthquake wave and an artificial earthquake wave ( rgb ) simulated by the trigonometric progression method is conducted . the above theories are approved through the analysis of the testing results
4 、針對(duì)理論分析提出的tmd裝置參數(shù)的優(yōu)化取值，進(jìn)行了tmd減震結(jié)構(gòu)模型在elcentro地震波和由三角級(jí)數(shù)模擬法模擬的人工地震波( rgb )作用下的模擬地震振動(dòng)臺(tái)試驗(yàn)，試驗(yàn)結(jié)果驗(yàn)證了理論的正確性。
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(xiàn)、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(xiàn)，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。
Typical earthquake records are selected and artificial earthquake wave under consideration are designed according to the response spectrum of chinese code . nonlinear time history analysis ( nl - tha ) to each building with the eight earthquake wave altogether as input are conducted , and the pushover analysis ( poa ) and the capacity - demand - diagram methods ( cddm ) analysis with five common lateral force patterns are carried out on each building
分別對(duì)各結(jié)構(gòu)進(jìn)行典型地震動(dòng)下的時(shí)程分析,以及采用五種常用側(cè)向力分布的pushover分析與能力譜法分析,根據(jù)等頂點(diǎn)位移原則對(duì)比不同地震動(dòng)強(qiáng)度下兩者的層間位移反應(yīng),對(duì)不同層數(shù)結(jié)構(gòu)以及不同地震動(dòng)強(qiáng)度下pushover分析的側(cè)向力選取提出了建議。

其他語(yǔ)種釋義

artificial earthquakeとは意味：artificial earthquake 人工地震じんこうじしん

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