- 失配角
- 位移角
- displacement: n. 1.轉(zhuǎn)位，移動；取代，置換；(人的)流離失所。 2 ...
- angle: n. 〔古語〕釣鉤；釣具。 a brother of t ...
- angle displacement: 角位移; 角移
- angle of displacement: 偏位角; 位移角
- angle displacement measurement: 角位移測量
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displacement angle中文什么意思
- 失配角
- 位移角
下載手機詞典可隨時隨地查詞查翻譯
例句與用法
- Two control strategies of the input current displacement angle are presented and compared
文中介紹了兩種輸入電流偏置角的控制策略，并做了比較。 - In the second one , the input current displacement angle is dynamically modulated as a function of positive and negative sequence components of the input voltages . in both cases , the harmonic content has been evaluated analytically
第二種方法中，輸入電流矢量根據(jù)輸入電壓正、負序成分進行動態(tài)調(diào)制，并對兩種情況下的輸入電流的諧波成分都進行了分析。 - Abstract : this paper deals with the simulation result analysis of three phase synchronous generator with rectified output with stator y connected , as well as with stator connected . the curves of overlap angle , displacement angle and power factor with load are presented , and the tendency of these curves are also described
文摘:對整流負載時凸極同步發(fā)電機定子繞組及y聯(lián)結(jié)仿真結(jié)果進行分析，繪出反映整流特性的換流重疊角、位移角以及功率因數(shù)隨負載變化曲線，并對變化趨勢進行分析。 - Aimed at the present code of structure design without the specific method of frail - layer check computations of frame structures in high vibration areas , this article provides the parameter modifying method for the checking according to different regulations of earthquake parameter and by deducing and contrasting the relation of elasticity and plasticity displacement angle limitation of several earthquakes from the given conditions of present code
摘要針對現(xiàn)行結(jié)構(gòu)設(shè)計規(guī)范中沒有明確給出高震區(qū)框架結(jié)構(gòu)薄弱層驗算具體方法的情況，從規(guī)范給定的條件入手，通過時大、小地震下彈性、彈塑性位移角限值關(guān)系的推導(dǎo)和對比，提出了在高震區(qū)框架結(jié)構(gòu)薄弱層驗算中進行參數(shù)修正的方法。 - Based on the experiment of full - sized cshb walls under lateral and vertical loads , initial crack - resisting stiffen formula was deduced by considering the influence of concrete beams , concrete core columns , structural columns , vertical pressure and window ( or door ) . the results calculated from the formula were fit well with the experimental results . by the analysis of displacement at initial crazing , probability statistical mode and its parameters of relative displacement angle were presented
在介紹和總結(jié)本課題的室內(nèi)足尺寸單片墻抗側(cè)力性能試驗的基礎(chǔ)上，考慮了圈梁、芯柱、構(gòu)造柱和墻體正壓力、開門窗洞等因素對抗側(cè)剛度的影響，提出了綜合各種因素的初裂抗側(cè)剛度公式，與試驗結(jié)果具有很好的一致性；結(jié)合試驗的初裂位移分析，給出了層間相對位移角的概率統(tǒng)計模式及相應(yīng)的統(tǒng)計參數(shù)，提出了小砌塊建筑層間位移角的控制標準。