push loading 中文意思是什麼

push loading 解釋
推壓裝載
  • push : vt 1 推(門等) (opp pull; draw); 推動(車子等);刺出(劍、手杖等)。2 大力推進,進行。3 使延...
  • loading : n. 1. 裝貨。2. 裝載量;重量;載荷;(船隻等的)貨載。 3. 填充物,填料。4. 額外人壽保險。
  1. The surface loading of the mountains and the associated root of thickened crust produce horizontal deviatoric tension in the strong upper crust. in contrast, the deep, dense lithospheric root and its associated downflexing of the surface produce horizontal compressive deviatoric stress in the strong near - surface layer. the actual state of stress in the strong layer of the upper crust is the combined effect of these two opposite stress systems together with bending and other local and regional stresses such as due to ridge push

    模擬結果表明:由於均衡機制,造山帶下部的低密度山根促使地殼隆升、造山,山根是地殼剛性層中張性構造應力的主要力源;與此相反,冷的高密度巖石圈向軟流圈插入、拆離、下沉,從而形成巖石圈根,它引起擠壓造山和巖石圈地幔物質的重新調整,也是地殼剛性層中擠壓性構造應力的主要力源。
  2. On the other hand, due to the difference of the loading form on eccentric loading column with push - out test and short - column test, the bond - slip performance ca n ' t be displayed in it

    同時,由於推出試驗( push - outtest )和短柱試驗( short - columntest )與偏壓柱的受力狀況有差別,並不能真正反映出構件中的粘結滑移性能。
  3. From the test some conclusion could be drawn as follows. firstly, under the push loading, yield load and exteme load and failure load of sf is higher than that of nf, but the relative

    通過強度等級為c55的自密實混凝土在廈門南湖明珠加固工程中的成功應用,為自密實混凝土的推廣應用提供實踐經驗。
  4. On the basis of the fundamental principle of push - over method, together with some basic assumptions, this paper edit computer program of the loading - displacement skeleton curves of the sgrc frame, considering p - delta effect. then this paper use this program to calculate and analysis the loading - displacement nonlinear relations of eleven sgrc frames, which are in two different loading modes. the results calculated by computer are in good agreement with experimental values, so this program is accurate, and the push - over method is practicable analytical method in actual anti - seismic design

    本文依據靜力彈塑性分析方法的原理,編寫了關于鋼筋混凝土框架的荷載-位移非線性曲線關系的計算程序,其中考慮了框架的二階效應的影響,對兩種採用不同加載制度的共11榀煤矸石混凝土框架進行了荷載-位移全過程非線性計算分析,通過分析得到的計算結果,說明了本文程序的準確性,從而驗證了靜力彈塑性分析方法在實際抗震設計中的可行性。
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