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rectangular column中文是什么意思

  • 矩形柱

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  • 例句與用法
  • The influence of side - crack on the elastic deflection of eccentric rectangular column
    邊裂紋對(duì)矩形截面偏心柱彈性撓度的影響規(guī)律
  • A rectangular column with a capital and base , set into a wall as an ornamental motif
    壁柱,半露柱有柱頂和底座的長(zhǎng)方形柱子,作為裝飾圖案置入墻內(nèi)
  • Structural use of concrete - design charts for singly reinforced beams , doubly reinforced beams and rectangular columns
    混凝土的結(jié)構(gòu)使用.第3部分:單配鋼筋梁雙配鋼筋梁和矩形柱設(shè)計(jì)圖
  • This paper investigated the geological and geophysical meanings of fractals of aeromagnetic anomalies based on forward modeling on erect magnetized rectangular column model
    摘要通過(guò)對(duì)垂直磁化直立矩形柱體模型的理論分析和推導(dǎo),建立了模型并進(jìn)行了正演模擬計(jì)算,分析了磁異常分形的地質(zhì)地球物理意義。
  • 3 analysis on axial compression ratio of l , t and + - shaped columns is undertaken . it indicates that for l and t - shaped columns , axial compression ration is very low when web is in compression , but for + - shaped columns , axial compression ratio approaches to that of rectangular columns
    3對(duì)l 、 t 、十形柱軸壓比限值進(jìn)行計(jì)算分析,指出l 、 t形柱當(dāng)腹板受壓時(shí)軸壓比限值很低,十形柱軸壓比限值同矩形柱相差不多。
  • The special - shaped column frame structure , as a new structure system , internal force and displacement are different from that of the rectangular column structure . based on the behavior of special - shaped column , this dissertation deduce story lateral stiffness and element stiffness
    異形柱框架結(jié)構(gòu)作為一種新型結(jié)構(gòu)體系,要對(duì)其進(jìn)行準(zhǔn)確的內(nèi)力及位移分析,關(guān)鍵在于建立合適的力學(xué)模型,及其在該模型下的結(jié)構(gòu)剛度問(wèn)題。
  • The process include three aspects : ( 1 ) from " story shear model " , the story lateral stiffness is deduced , and compared with the rectangular column frame structure . ( 2 ) from " space beam element model " , element stiffness matrix is deduced , and compared with the rectangular column element . ( 3 ) based on the element stifmess matrix , the program of internal force and displacement analysis is workouted
    本文結(jié)合異形截面桿的受力性能,按“層模型” ,對(duì)其抗側(cè)移剛度進(jìn)行了理論研究;按“桿系模型” ,分析了異形截面桿的單元?jiǎng)偠染仃嚕⒃诖嘶A(chǔ)上,編制了異形柱結(jié)構(gòu)內(nèi)力分析的有限元程序。
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