橫內正明 的英文怎麼說

中文拼音 [héngnèizhēngmíng]
橫內正明 英文
yokochi shomei
  • 橫 : 橫形容詞1. （蠻橫; 兇暴） harsh and unreasonable; perverse 2. （不吉利的; 意外的） unexpected
  • 內 : 名詞1. （內部; 里頭; 里邊） inner; inside; within 2. （妻子或妻子的親屬） one's wife or her relatives 3. （姓氏） a surname
  • 正 : 正名詞（正月） the first month of the lunar year; the first moon
  • 明 : Ⅰ形容詞1 （明亮） bright; brilliant; light 2 （明白;清楚） clear; distinct 3 （公開;顯露在外;不隱...
  • 正明 : yajima masaaki
  1. The thesis analyze the relation between the human and the nature, productivity and relationship of the productivity, the relationship between of the human being and the society economy and the layer level of productivity and relationship of the productivity. and the thesis concludes the society is in the transition period of the material production and the spiritual production. and finally the thesis points out the characteristic of the society and the socialism in china, and point a finger on the principle, guideline and the general plan of the construction of the primary state of the socialism in china

    本文主要的思想邏輯是:從分析馬克思關於人和社會的本質、本性入手，然後確認人的全面發展和人的解放為主題，再進一步論述生產勞動是人和社會的本質、本性的必然表現，又是人的全面發展和人的解放的必然形式和途徑;在分析人們的生產勞動中分析人與自然和生產力與生產關系的橫向結構、人和社會經濟形式以及生產力與生產關系內部層次的不同歷史形態的縱向過程，然後歸結到人口、物質、精神三種生產的共時性結構和歷史性過程，明確人類社會正處於物質生產時代與精神生產時代的過渡時期;最後根據人類所處的時代的特徵和中國社會主義社會的特點，指出中國社會主義初級階段建設應有的指導原則、基本指針和發展戰略。
  2. An experimental program which includes lots of unidirectional laminae is conducted using t300 / bmp - 316 material for researching the static and fatigue behaviour of the unidirectional ply. the experimental research for mechanical behaviour of a unidirectional lamina is to set up expressions of the normalized fatigue life, the residual strength degradation and the residual stiffness degradation of a unidirectional ply in the longitudinal, transverse and in - plane - shear directions, which also verifies the fact of nonlinear shear stress - strain behavior of a unidirectional ply in the 1 - 2 planes

    其中:分別對材料t300 / bmp - 316單向層合板縱向、橫向及面內剪切靜載力學性能及疲勞特性進行了試驗研究，並採用最小二乘法擬合得到各主方向正則化疲勞壽命表達式，以及單層板各主方向疲勞加載剩餘剛度退化表達式及剩餘強度退化表達式;試驗同時驗證了單向層合板1 - 2面上明顯的剪切應力應變非線性關系。
  3. The longitudinal stresses in the tunnel structure calculated by using the model of tamura & okamoto are obviously greater than the stresses in transverse direction obtained by using two dimensional finite element analysis. it is proposed that the axial and bending stresses should not be ignored for the underground structural design

    計算結果表明，由彈簧質量模型算得的地下結構在地震作用下縱向振動和橫向振動產生的縱向和彎曲正應力及剪應力明顯高於由二維平面有限元算得的橫向平面內產生的正應力和剪應力，由此可見軸向應力和彎曲應力是地下結構抗震設計中不容忽視的因素。
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