peak strength 中文意思是什麼

peak strength 解釋
峰尖強度
  • peak : vi 1 瘦弱;消瘦,憔悴。2 減少,縮小 (out)。n 1 山峰,山頂;孤山。2 (胡須等的)尖兒;尖端。3 最...
  • strength : n. 1. 力,力量,體力。2. 強度,濃度;長處;(要塞等的)抵抗力。3. 實力;兵力;全體人數,額定人數,編制。4. 筆力;文勢。5. (證券等的)市價堅挺。6. 〈美俚〉(可能有的)利潤。
  1. Modern campaign is physiological consider to make clear, the apogee of human body physical strength and nadir suffer airframe " biological clock " control, reach a peak in the dusk commonly

    現代運動生理學研究表明,人體體力的最高點和最低點受機體「生物鐘」的控制,一般在傍晚達到高峰。
  2. Peak updraft strength is slightly enhanced with hodograph curvature, 29. 0 m / s in b versus 26. 1 in c

    山頂上升氣流強度隨速矢端跡曲率加大而稍有加強,在(圖上) b點是每秒29米, c點是每秒26 . 1米。
  3. The 3 batches with 7 groups of prism concrete test specimens and the 3 batches with 22 groups of cube ones were used in mechanical properties test, and a series of parameters of rpc was acquired such as prismatic strength, the cubic strength, split and pull strength, deformation module, peak strain, poisson ' s ratio

    進行三批7組稜柱體試件和三批22組立方體試件的力學性能試驗,測定了rpc200稜柱體抗壓強度、立方體強度、劈拉強度、彈性模量、峰值應變、泊松比等參數,並建立了變形模量和峰值應變的擬合公式。
  4. Haiyan at the peak of its strength and tracking northeastward

    當時海燕發展至最強的程度,並向東北移動。
  5. The preliminary research of short - term experiment on the meta - longtime peak strength under concrete is sheared directly

    直剪條件下混凝土準長期峰值剪切強度短期試驗法初探
  6. Of particular note, davis continued, was the strength of the 2003 peak holiday season, which was boosted by increasing levels of on - line shopping

    陸路貨運量增長百分之五點二, nextdayair ?速遞業務貨運量上升百分之三點五,遞延包裹貨運量則增長百分之四。
  7. Only when the concrete strength comes to the peak value, the strain will reduce with the decrease of the temperature

    混凝土應力達到峰值時的應變隨負溫值的增大而變小。
  8. The experimental results show that the amplitude of vibration decreases and the resonance peak moves to higher frequency as the strength of electric field increases

    實驗表明,隨外加電場強度增加,結構振動幅值減小,系統諧振峰向高頻方向移動。
  9. The fluorescence spectrum ( fls ) of lra excited at 280nm and 295nm showed a maximum peak at 338nm. the characteristic peak of tyr did not exist, and it showed that the fluorescence energy of tyr was transformed to trp and strength the fluorescence of trp. when lra was excited at 295nm, the fls showed a maximum peak at 338nm, the max of fluorescence emission spectrum blue - shifted more than 10nm compared with the max of free tyr ( 348nm )

    Lra的熒光光譜研究表明在激發光波長為280nm時,其最大熒光發射峰在338nm處,熒光光譜未見有酪氨酸( tyr )殘基的發射峰,表明tyr殘基的熒光基本上通過能量轉移到trp上,使熒光強度增強,在激發光譜為295nm時,其最大熒光發射峰338nm ,比游離trp的最大熒光發射峰( 348lun )藍移了近10nln ,說明trp周圍的極性較弱,處于疏水的微環境。
  10. 3. though discussing the theory - character parameter ( peak stress 、 peak strain and plateau strength ) of the rpc filled circular steel tube, this paper set up the calculating formula of the theory - character parameter, using this formula, we validate the test data of 97 the ultra high concrete filled steel tube, and the result indicates that formula given in this paper fits to the ultra high concrete filled steel tube

    3 、通過對圓鋼管rpc軸壓柱的理論特徵參數(極限強度、峰值應變與平臺強度等)進行探討,建立了圓鋼管rpc軸壓柱組合材料的的理論特徵參數計算公式,利用上述公式驗算了國內外97根圓鋼管超高強混凝土( > 100mpa )的試驗數據,表明公式對鋼管超高強混凝土也是適用的。
  11. Changing the grading of sic particles not only affects the strength and pile density, but also modifies the phase compositions and microstructure of the material. with the reducing of sic particles, the strength of the material increases obviously. the nitrification scheme has the greatest influence on phase compositions and microstructure " of si3n4 ( si2on2 ) - sic, after two continuous nitrification reacting peak and short - time high - temperature treating, the best properties can be obtained ; and the residual strength of the composite is much higher after the thermal shock resistance test, which shows that the material possesses excellent thermal shock resistance

    本論文較全面地探討促進強度和顯微結構良好的si _ 3n _ 4 ( si _ 2on _ 2 )結合相的實驗條件,實驗數據顯示:引入適量的燒結助劑能夠促進si _ 3n _ 4 ( si _ 2on _ 2 )的生成和晶粒的長大,而過量時,其促進作用反而下降;隨著si粉加入量增加,生成的結合相明顯增多,復合材料的性能顯著提高;改變sic顆粒級配不僅影響復合材料的強度與堆積密度,而且對復合材料的物相與顯微結構也有影響,隨著顆粒逐漸細化,材料的強度有較大的提高;對復合材料的強度、物相與顯微結構影響最大的是氮化制度,經過兩個氮化高峰連續的反應和短時間的高溫后處理得到的復合材料性能最好;通過抗熱震性能實驗后復合材料的殘余強度較高,顯示出較好的抗熱震性能。
  12. Trained from birth to become a potent warrior, he is now at the peak of his strength

    他從出生以來便為了成為最有力的戰士而受到鍛煉,而現在正是他無比怪力的巔峰時期。
  13. The ' peak time of alloy made by mlsd is 6 hours shorter than as - cast alloy, and the peak strength is up to 420mpa

    多層噴射沉積a卜s一cz mg合金的峰時效時間較鑄態合金提前約6小時,峰值強度為420mpa , as 361
  14. The number and strength of energetic eruptions on the solar surface peak every 11 years, in phase with the sunspot number

    和黑子周期同步,每隔十一年,太陽表面的爆發活動,無論強度和數目都會達到高峰。
  15. Peak shear strength

    峰值抗剪強度
  16. Because structure inherent frequency affects vibration strength, frequency domain analysis results show that power signal density ( pst ) curve has two high peak during the frequency of 0. 38 ~ 0. 41hz

    頻域動強度分析結果顯示,功率譜響應在0 . 37 041hz之間有兩個比較大的峰值,這是系統固有頻率影響的結果。
  17. The research results showed that the strength and fracture toughness value present peak value variation under the condition of 20wt % si - c - n powders, and when the powder contain 22wt % carbon element, the sicnnp / si3n4 composites exhibit excellent performance of 878. 5mpa in bending strength and 11. 96mpa. m1 / 2 in fracture toughness

    受力分析,推導出其最大增韌效果的表達式為八g一一一屍二l蘭一一一。其3ez ( l vi ( l 。 r廣) 」增韌效果與ps川。
  18. Rock climbing is the most popular yet most daunting event for the little practitioners. being able to transcend habitual thinking and reach their peak of physical strength is their most satisfying achievement

    攀巖是小同修的最怕與最愛,能超越成見和體能到達頂點,可說是最過癮的時刻了。
  19. The computation results show that after reinforcing the soft and weak floor, the deformation of the surrounding rock of sides gets smaller, especially, that in the lower part of the sides decreases to a larger extent ; the size of plastic zones and the scope of strength - softening region in surrounding rock of sides become smaller ; the area that has an increase in the maximal principal stress in surrounding rock of sides shrinks, and the zones of peak - value of maximal principal stress approach the periphery of roadway

    計算結果表明,加固軟弱底板後巷道兩幫圍巖變形量減小,尤其是巷道兩幫下部圍巖變形量減小幅度較大,兩幫圍巖塑性區范圍和軟化區范圍縮小,兩幫圍巖主應力升高區范圍縮小,主應力峰值區域更加靠近巷道周邊。
  20. At the time the image was taken, haiyan reached its peak wind strength of 140 kmh near its centre and was tracking northeastward

    當時海燕發展至最強的程度,中心風力達每小時140公里,並正向東北移動。
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