支型芯 的英文怎麼說

中文拼音 [zhīxíngxīn]
支型芯 英文
branch core
  • : Ⅰ名詞1 (分支; 支派) branch; offshoot 2 (地支) the twelve earthly branches3 (姓氏) a surname...
  • : 芯名詞1. (物體或器物的中心部分) core 2. (蛇的舌頭) snake's tongue
  1. In order to develop and consummate the analysis theory and calculation method of base - isolated structures, based on the research on restoring force model of isolation systems and the analysis on the nonlinear seismic response of base - isolated structures, the analysis on multi - dimensional and lateral - torsional coupled seismic response of base - isolated structures is developed in this paper. according to the mechanical performance of isolation systems, detailed analysis and improvement of the present research, an unilateral and a bilateral coupled visco - elastic hysteretic model for rubber bearings, an unilateral and a bilateral coupled visco - elasto - plastic differential hysteretic model for lead rubber bearings, an unilateral and a bilateral coupled modified visco - plastic differential hysteretic model for sliding friction bearings are proposed

    為進一步發展和完善基礎隔震結構分析理論和計算方法,本文以隔震系統恢復力模研究及基礎隔震結構非線性地震反應分析為基礎,對基礎隔震結構的多維地震反應及平?扭耦聯地震反應開展了以下幾方面的研究工作:根據隔震系統力學性能的特點,在現有研究成果的基礎上,對隔震系統恢復力計算模進行了改進和創新,提出了普通疊層橡膠座單向及雙向耦合粘彈性恢復力計算模,鉛疊層橡膠座單向及雙向耦合粘彈塑性微分恢復力計算模,摩擦滑動座單向及雙向耦合修正粘塑性微分恢復力計算模
  2. Abstract : based on the result of visioplasticity test, the law of tube central upsetting was created, and the calculated method of displacement field and strain field were obtained. in this study, the four deformation modes were showed when ratio of height to thickness of tubular billet is greater than 3. the four modes were related to the distribution of strainless - plane

    文摘:根據管坯視塑性實驗法的實驗結果,分析了無撐條件下,管坯中部鐓鍛的變形規律,闡述了變形區位移場、應變場的計算方法;通過對實驗結果的分析,得出了當鐓粗比3 ,管坯中部鐓鍛時,內壁呈現四種典的變形模式;論述了分流面的分佈與四種變形模式之間的轉化關系。
  3. With the successfully biding of core inserting pulling mechanisms and threading rotation ejection mechanisms supported by nation innovation financial and the approval of establishing large injection forming molds project technology r d center, jinsu company is gradually switch the center of industry structure to produce high precision and automatism high - end molds, and the base point that supports the new development is gradually emerged. i believe in 2007 jinsu will make great progress

    隨著公司「模具開合模抽插與螺紋轉動脫模同步機構」的通過論證與國家創新基金項目的獲得與持,金塑公司在2006年正在逐步地把產業結構重心轉移到生產高精度全自動的新模具方向上來,撐新一輪快速發展的基點正在逐步形成,我相信在2007年金塑公司必定會乘風破浪更上一層樓。
  4. Flat - loop effect and hysteresis property of the rubber bearings

    橡膠座滯回曲線的扁環現象及其恢復力模
  5. The authors use etabs program to build finite element model of the seismic - isolation structure, through time - history analysis of the structure which uses the lead rubber hearing setting with different initial shear stiffness, and give reasonable advice to setting initial shear stiffness of the lead rubber bearing used in the seismic - isolation design

    摘要運用etabs建立隔震結構的有限元模,對鉛隔震橡膠座屈服前剛度不同取值的隔震結構進行了時程分析,通過對比分析,給出了隔震設計中的鉛隔震橡膠座屈服前剛度取值的合理建議。
  6. Abstract : at first, the shaking table test of a gravity pier model was done. the comparison between the test data and the theoretical analysis results of the model showed that they are identical to each other. the dynamic model of a whole bridge with gravity piers and lead - rubber bearings was set up. the positive role of lead - rubber bearings on lowering the seismic responses of railway bridge and the seismic character of gravity piers were analysed. some earthquake resistance measures of railway bridge with gravity piers were put forward

    文摘:首先進行了重力式橋墩模振動臺模擬地震試驗,試驗與理論分析結果基本一致;然後建立了採用鉛橡膠座的重力式橋墩橋梁全橋體系動力分析模,計算分析了鉛橡膠座對橋梁的減、隔震作用及重力式橋墩的抗震性能,提出了重力式橋墩橋梁的抗震措施。
  7. By statistically analyzing the test data, a regression formula has been attained. second, the influences of seismic wave, foundation of a bridge and the mechanical properties of lead - rubber bearing on the response of an isolated bridge with the lead - rubber bearing was investigated. several conclusions for properly applying lead - rubber bearing in isolated bridges have been made

    其次,利用單墩模,系統地研究了地震波特性、鉛橡膠座參數、橋梁下部結構特性及場地土特性等對隔震橋梁動力響應的影響,提出了在橋梁隔震中合理使用鉛橡膠座的一些建議。
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