mode n. 1.法,樣,方法,方式。 2.模,型;樣式,體裁,款式;習(xí)慣。 3.風(fēng)尚;〔the mode〕流行,時髦。 4.【語法】= mood. 5.【音樂】(古希臘的)旋法調(diào),(近代的)調(diào)式。 6.【邏輯學(xué)】程式,樣式,論式;【統(tǒng)計(jì)】眾數(shù)。 all the mode 非常流行。 become the mode 流行起來。 in mode 正流行,新式。 out of mode 不流行,老式。
Initial estimates in digital - image correlation method by a new displacement mode 非常應(yīng)變模式數(shù)字相關(guān)方法的初值估計(jì)
Simulative calculating shows that the ratio of first displacement modes is a better damage indicator 其中又以一階位移振型比的精度為優(yōu)。
The cantilever beam is used to testify the methods by numerical calculation and experimental analyses . a new method of strain curvature mode is proposed , relative to the displacement mode 相對于位移曲率模態(tài),本文提出了應(yīng)變曲率模態(tài)的方法,并對該方法的有效性進(jìn)行了實(shí)驗(yàn)驗(yàn)證。
And then the solutions for displacement mode of scattering wave at far field and scattering cross - section are provided at the interface cavity when it is ellipse and diamond 在求解了界面孔對sh波散射的近場解的基礎(chǔ)上,進(jìn)一步研究了其遠(yuǎn)場特性。給出了界面橢圓孔和方孔的遠(yuǎn)場位移模式和散射截面的解答。
The effectiveness of using the ratio of first displacement modes and the difference between flexibilities in detecting and locating damages , as well as approximately determining the extent of damages is demonstrated 結(jié)果表明一階振型比及柔度差均可用于結(jié)構(gòu)損傷的檢測與定位,并能大致判斷損傷的程度。
Conversion formula between the strain mode and displacement mode is induced for the cantilever beam . present residual force method is improved and the new method is better than the old one for the engineering practice 推導(dǎo)出位移模態(tài)和應(yīng)變模態(tài)的換算公式,改進(jìn)了現(xiàn)有的殘余力向量法,使之在工程實(shí)際應(yīng)用中有更現(xiàn)實(shí)的意義。
Using rectangular plates with four simply supported edges as analytical models , their mode shapes and frequencies are calculated by numerical method then the ratio of displacement modes and the difference between flexibilities of the intact plate and the damaged plates are derived and used to identify damages 摘要以一四邊簡支矩形彈性薄板為研究物件,通過數(shù)值計(jì)算得到板損傷前后的多階模態(tài),進(jìn)而利用板損傷前后的位移振型比及柔度差來進(jìn)行板的損傷識別研究。
In this paper ( chapter 4 ) , curvature mode method is adopted to the calculation of damage imitation to one prestressed concrete continuous beam bridge . three conditions is divided to carry out analysis and study and compare the diagnose ability about the displacement mode and curvature mode method to the different conditions of single damage location and a couples of ones , and the effect of different damage degree to damage identification for structures 本文(第4章)采用曲率模態(tài)法對一座預(yù)應(yīng)力混凝土連續(xù)梁橋進(jìn)行損傷仿真計(jì)算,文中分三種工況進(jìn)行分析,研究和比較了位移模態(tài)、曲率模態(tài)方法對于單一損傷位置和多處損傷位置不同情況的診斷能力,以及不同損傷程度對于結(jié)構(gòu)損傷識別的影響等。
The conclusion is given as follows : 1 . the curvature mode is rather sensitive to the damage of structure . it is more sensitive than frequency and displacement mode and can be used to locate the damage of structures like a beam , and it is also sensitive to several damage 我們得到以下結(jié)論: ( 1 )曲率模態(tài)是結(jié)構(gòu)損傷識別的敏感標(biāo)識量,曲率模態(tài)比頻率和位移模態(tài)對損傷更敏感,可以用曲率模態(tài)檢測梁式結(jié)構(gòu)損傷的位置,且曲率模態(tài)對多處損傷部位敏感,各處損傷部位之間不相互影響,符合實(shí)際檢測需要; ( 2 )曲率模態(tài)對結(jié)構(gòu)的損傷程度也可以進(jìn)行定性分析。