prismatic section 中文意思是什麼

prismatic section 解釋
稜柱形截面
  • prismatic : adj. 1. 稜柱(形)的。2. 用棱鏡分析的,分光的。3. 虹色的;射出七色光彩的;爛爛的。4. 【物理學】斜方晶系的。adv. -ically
  • section : n 1 (外科、解剖的)切斷;切割;切開。2 【外科】切片,【金相】磨石。3 (果子的)瓣。4 【數學】截...
  1. Numerical analysis for torsion of prismatic bars with sectorial cross - section

    扇形截面桿扭轉的數值分析
  2. In this paper, we study the most serious damming section of the east - one main canal, which is from the entrance of the hao wan flume ( chainage12 + 123. 6 ) to the exit of shang tian yuan tunnel ( chainage24 + 091. 1 ). the main content is analyzing the flow characteristic of the canal, setting up mathematical model of the discharge condition of the east - one main canal, according to the survey section and actual roughness factors, building, bend and so on, we divided the canal into more than loocaculation segments. each segment is calculated by microsoft excel electrical table through computer as permanent transition flow of non - prismatic channel

    本論文研究的渠段為陸渾灌區東一乾渠壅水最為嚴重的渠段,從郝灣渡槽進口(樁號12 + 123 . 6 )至上天院隧洞出口(樁號24 + 091 . 1 ) ,其主要內容是,分析渠道水流特徵,建立東一乾渠輸水狀況的數學模型,根據測量斷面及實際糙率、建築物、彎道等因素的不同,將渠道劃分成120多個計算段,每段按非稜柱體恆定漸變流,運用microsoftexcel電子表格進行編程計算。
  3. 1. assuming prismatic cross - section in the direction of the track, when the difference of the characteristic of soil along track is slight, and then processing expansion in wavenumbers along this direction

    為此,本文主要研究了以下幾個方面: 1 、在考慮軌道方向上地基土性質差別不大的前提下,取列車移動方向為相同的截面,並沿這個方向進行波數展開。
  4. Firstly, the shear and normal stresses of tapered members under the transverse load or axial load are analysed, and the stresses formulas are obtained which are different from those of the prismatic ones. secondly, research is done on the in - plane inelastic stability of tapered members under axial loads about strong axis and weak axis. a new design method is suggested in which the tapered member is equivalent to the prismatic member with the cross - section at the larger end of the tapered member

    同時由分析可知,目前採用的將變截面壓桿按照彈性極限荷載等效的原則等效成以小端截面為準的等截面壓桿的設計方法,在彈塑性階段低估了壓桿的承載力,即彈性等效的壓桿在彈塑性階段並不等效,實際變截面壓桿的承載力比等效的等截面壓桿的承載力要高。
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