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- E-B模型E-B model
- D-B模型D-B model
- 鄧肯-張E-B模型參數對軟土路堤沉降計算結果的影響EFFECTS OF THE DUNCAN- CHANG E-B MODEL PARAMETERS ON NUMERICAL RESULTS OF SETTLEMENT OF THE SOFT EMBANKMENT
- K-B模型Keidar-Boyd model
- E-B模型參數E-B model parameters
- B/S/DB/S/D
- 鄧肯E-B模型Ducan E-B model
- B-D測試Bowie-Dick test
- 輕質(zhì)AGARD-B模型lightweight AGARD-B model
- 廣義B-D逆generalized B-D inverse
- 鄧肯-張E-B模型參數對高面板壩應力變形的影響Effect of Duncan-Chang E-B Model Parameters on Stress and Deformation of High CFRD Dam
- B 減C 等于D。B minus C leaves D.
- b 錯寫(xiě)成 d 了。The 'b' had been wrongly written as a 'd'.
- 綜述了目前常用的土體本構模型,著(zhù)重介紹了鄧肯E-B模型和劍橋模型。The analysis modes used by now are summarized, and the Duncan E-B model and the Cambridge model are introduced particularly.
- B/W/D結構B/W/D ( Browser/Web Server/Database) Structure
- d-q模型d-q model
- D-B-B承發(fā)包D - B - B delivery model
- 討論了土體采用鄧肯E-B模型和理想彈塑性的廣義米塞斯模型時(shí),強度折減有限元法分析土坡穩定的適應性.The Duncan E - B model and the generalized Mises model as the ideal elastic - plasticity model are adopted, and the applicability that the soil constitutive relation for slope stability estimation by FEM with shear strength reduction will be discussed.
- D-B總承包模式design-build delivery systems
- R-D模型Range-Doppler model