slender section 中文意思是什麼

slender section 解釋
薄壁型材
  • slender : adj. 1. 細,細長的,苗條的。2. 柔弱的,纖弱的。3. 狹,窄;微薄的,微小的,不足的。4. 微弱的,薄弱的(基礎等)。5. 【語音】細弱的。adv. -ly
  • 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. It is most important to recognize the characteristics including cylindrical section of rhizome ( yuanlu ), drooping adventitious root tuber ( xiachuiding ), wirelike wrinkles on tap shoulder ( tiexianwen ) and some slender pliable warty fibrous roots ( zhenvuxu )

    、主根肩部的線形收縮紋(鐵線紋)及帶疣狀突起的細長柔韌的須根系(珍珠須)是最重要的鑒別性狀。
  2. Let us consider a slender bar of the medium, with a constant cross - section area. a short axial disturbance is produced at one of the bar, resulting in the propagation of a wave

    此方法的原理在於考慮一個等橫截面的圓形細桿介質,在波傳播到桿的一端時,產生了微小的軸向干擾。
  3. In - plane stability design of i - section beam - columns with slender web

    寬薄腹工形截面壓彎構件的平面內穩定設計
  4. Nonlinear analysis of prestressed concrete slender columns with arbitrary cross - section

    任意截面預應力混凝土細長柱的非線性分析
  5. As numerical examples, a slender composite column of rectangular cross section with embedded h - shape structural steel is first considered. the complete load - deflection curve is obtained and compared with the corresponding experimental results. the comparison demonstrates the validity and accuracy of the proposed method

    應用編制的計算程序,首先對一配有工字型鋼的矩形截面長柱進行了計算分析,獲得了長柱的荷載-撓度全過程曲線,並與試驗結果作了比較,驗證了計算程序的正確性和有效性。
  6. The main contents are followed below : ( 1 ) for the aim of knowing the characteristics of main factory building structure frame columns of large - scale thermal power plants, nine high strength concrete frame columns with high axial compression ratio and six slender ordinary strength concrete frame columns with high axial compression ratio were tested under low reversed cyclic horizontal loading for the very first time, and thus the influencing factors of normal section bearing capacity, such as concrete intensity grade, axial compressive ratio, slendemess ratio, the type of stirrups and stirrup ratio, etc, the anti seismic deformation capability of frame columns were acquired

    本文主要研究的內容有: ( 1 )首次針對火電廠主廠房結構框架柱的特點,對9個高軸壓比高強混凝土框架柱和6個高軸壓比普通混凝土框架長柱進行了低周反復水平加載試驗,獲得混凝土等級、軸壓比、長細比、配箍形式及配筋率等對框架柱的抗彎及抗剪承載力、抗震變形能力的影響因素。
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