模糊隨機振動英文怎麼說
模糊隨機振動 的英文翻譯
模糊隨機振動 英文 fuzzy random vibration 模 : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname 糊 : 糊名詞(樣子像粥的食物) paste 隨 : Ⅰ動詞1 (跟; 跟隨) follow 2 (順從) comply with; adapt to 3 (任憑; 由著) let (sb do as he li... 機 : machineengine 振 : 動詞1. (搖動; 揮動) shake; flap; wield 2. (奮起) brace up; rise with force and spirit 模糊 : 1 (不清楚) dim; vague; indistinct; obscure; fuzzy; blurred 2 (混淆) blur; obscure; confuse; m... 隨機 : random stochasticrandom 振動 : vibrate; vibration; vibrance; vibrancy; vibra; vibes; shaking; rumble; jitter; chatter; sway; jar...
模糊隨機振動 例句
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Based on the principle of the cooperation, i. e, the correlative stochastic equations are located on the same probability level, the linear regression with fuzzy weight analysis is adopted to fit the test data, and the three - parameter stress - life curves of the mean and the mean square deviation are obtained
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According to the fluctuating property of wind, on the stochastic vibration finite element theory, some calculation formulas of the response, including the along - wind response and the across - wind response, are obtained, the ideology of the torsion vibration in the double - tower structure and the ideology of the double - tower structure ' s dynamical wind load are also put forward at the same time. by using the stochastic vibration module of the general finite element program, the paper analyses the performance of the wind resistance more deeply and fully, discussing the influence on the double - tower structure from the diversification of the different component. the variance law of dynamic displacement and wind - induced vibration coefficient is derived through analyzing structure stochastic vibration, so is the effect of several parameters on dynamic displacement, acceleration and wind - induced vibration coefficient
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None but is the test spectrum abundant and controllable, it is possible to simulate the stresses environment needed for exposing weakness of the product. based on summarizing the present status of the vibration test and vibration environment simulation technology in the world, the topic of simulation of super - gaussian random vibration environment with controllable frequency spectrum and its applications in reliability enhancement testing is put forward. the main content and conclusions of the dissertation are as following : 1
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This paper uses of the actual mechanics form, cantilever bending stiffness is adopted in the mega structure, however shearing stiffness in the sub structure. based on the complex mode theory, this paper gains the expression of dynamical response of the system based the model of municipal no. l building of tokyo city and analyses the affection of the main parameters ( stiffness and damping ) on the two configurations ( sustaining type and hang type ). the results indicate that the rational stiffness of the sub structure can control the deformation of the mega structure perfectly, but the acceleration of the sub structure increases at the same time本文採用了更接近實際的力學 模 型,主結構採用彎曲剛度,子結構採用剪切剛度,利用 隨 機 振 動 復 模 態理論,推導了巨型框架減 振 結構的 動 力響應表達式,並以日本東京市政一號樓為基本 模 型,討論了巨型框架減 振 結構兩種結構形式(座承式和懸掛式)的主要參數(剛度和阻尼)對減 振 效果的影響,結果表明:與普通巨型框架結構相比,減 振 結構通過合理選擇子結構剛度,可以較好的控制主結構在順風向脈 動 風作用下的位移響應,從而提高結構的安全性,但與此同時,子結構自身的加速度響應也有了一定程度的提高。
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Under strongly random exterior excitation, most structures will undergo elastic - plastic stage and show hysteretic characteristics, the vibration of structure expresses nonlinear random feature. therefore nonlinear model must be utilized in order to describe the behavior of this kind of structure, also the theory and methodologies of nonlinear random vibration are necessary for analyzing their response許多工程結構在強烈 隨 機 外激勵下都將進入彈塑性變形狀態,表現出滯后特性,結構的 振 動 表現為非線性 隨 機 振 動 ,因此必須用非線性 模 型來描述結構,並用非線性 隨 機 振 動 的理論和方法來進行分析。
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