縱向振動效應 的英文怎麼說

中文拼音 [zōngxiàngzhèndòngxiàoyīng]
縱向振動效應 英文
pogo effect
  • 縱 : Ⅰ動詞1 （釋放; 放走） release; set free; let go 2 （放任; 不約束） indulge; give oneself up to; l...
  • 振 : 動詞1. （搖動; 揮動） shake; flap; wield 2. （奮起） brace up; rise with force and spirit
  • 效 : Ⅰ名詞（效果; 功用） effect; efficiency; result Ⅱ動詞1 （仿效） imitate; follow the example of 2 ...
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 縱向 : [造紙] direction; machine direction; endwise; longitudinal direction; vertical; longitudinal縱向...
  • 振動 : vibrate; vibration; vibrance; vibrancy; vibra; vibes; shaking; rumble; jitter; chatter; sway; jar...
  • 效應 : [物理學] effect; action; influence
  1. Lateral vibration of pile groups in layered soil

    考慮樁土相互作用效應的樁頂縱向振動時域響應分析
  2. Secondly, on the basis of the theory of rayleigh - love bar, the longitudinal vibration of a large diameter end - bearing pile in saturated soil is investigated considering transverse inertial effect. the vibration of pile considering transverse inertial effect is different from the one not considering this effect significantly at a smaller slenderness

    2 、根據rayleigh - love桿理論，計及樁身的徑向變形，研究了飽和土中考慮橫向慣性效應的大直徑嵌巖樁縱向耦合振動理論，分別在考慮與不考慮橫向慣性效應下，比較了大直徑樁縱向振動的特性。
  3. On the basis of three - dimensional axially symmetrical soil model and taking consideration of vertical wave effect of soil layer, the interaction between visco - elastic layered soil and an integral pile or a multi - defective pile with arbitrary bottom boundaries and its engineering application is systematically studied in this dissertation

    本文從三維軸對稱土模型出發，較系統地對考慮樁周土豎向波動效應、任意樁底支承邊界條件下、成層粘彈性土中完整樁及變阻抗樁與土縱向耦合振動理論及其工程應用進行了研究。
  4. Modeling soil as a three - dimensional axisymmetric continuum and taking its 3d wave effect into account, longitudinal vibration of pile and its application is systematically investigated

    本文從三維軸對稱土體模型出發，在考慮樁周土體三維波動效應情況下，較系統地對樁的縱向振動特性進行了研究。
  5. Based on 3d axis - symmetrical soil model and the theory of saturated porous medium originally presented by biot, an integral pile and pile with variable impedance embedded in layered saturated soil are analytically studied in this dissertation

    在這一背景下，本文考慮了飽和土的三維波動效應，採用解析方法對三維軸對稱成層飽和土中完整樁及各類變阻抗樁的縱向耦合振動理論進行系統研究。
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