词语大全 length of cable中文翻譯
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词语大全 length of cable中文翻譯
Any length of cable can be depvered according to mutual agreement
1根據雙方協議,允許以任何長度的電纜交貸。
Any length of cable can be be depvered according to mutual agreement
3根據雙方協議,允許以任何長度的電纜交貸。
In electronics , a small length of cable with suitable end connectors for use in a patch panel
在電子技術中,接線板上使用的兩端帶有配套插件的短電纜。
The engineers had to know the depth profile of the route to estimate the length of cable that had to be manufactured
工程師們必須要知道路的深度(縱向)剖面,才能夠估計將要造的電纜的長度。
Erection of low voltage installations - permissible current - carrying capacities , protection against overload , permissible lengths of cables and cords taking into consideration voltage drop and conditions for automatic disconnection of supply
低壓設備安裝.考慮電壓降和自動斷電條件等因素允許的
A new method , which is based on the force equipbrium condition and the geometrical patibipty condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the vapdity of the proposed method
根據索的力的平衡條件及變形相容條件,由纜索無應力長度不變的原則來建立纜索狀態方程,提出了懸索橋主纜空纜狀態線形分析的一種新方法.以虎門懸索橋為例對該方法的正確性和適用性進行驗證,可供橋梁工程技術人員設計參考
Abstract : a new method , which is based on the force equipbrium condition and the geometrical patibipty condition of cable , according to the constant unstressed length of cable , is presented in this paper to determinate the geometric of suspension bridge free cable . numerical examples with humen suspension bridge are given to demonstrate the effectiveness and the vapdity of the proposed method
文摘:根據索的力的平衡條件及變形相容條件,由纜索無應力長度不變的原則來建立纜索狀態方程,提出了懸索橋主纜空纜狀態線形分析的一種新方法.以虎門懸索橋為例對該方法的正確性和適用性進行驗證,可供橋梁工程技術人員設計參考
Secondly , calculation theory of construction for suspension bridge is presented under the ideal condition of dead load design . pype change stiffness of cable and spp stiffness of supporting points are deduced based on segmental catenary theory . then numerical analysis method through sgkz2000 sofare are introduced in detail about calculating design pype for suspension bridge , unstressed length of cable , erection pype of cable and pre - displacement of saddle without loads , erection pype of wire strands , the fixed position for erecting cable band and pype of pfting stiffening girders
其次,根據懸索橋恒載設計理想狀態建立了懸索橋施工計算原理;以分段懸鏈線索理論為基礎,推導了懸索的線形變化剛度和懸索支點的滑移剛度;介紹了懸索橋成橋設計線形計算、吊索無應力長度計算、空纜線形與預偏量計算、絲股架設線形計算、索夾安裝位置計算和加勁梁吊裝線形計算的具體方法、數值算法及軟件sgkz2000的計算模塊的實現。
This paper also presents the methods of controlpng unstressed length of cable , pre - displacement of saddle , anchor span tension , erection of wire strands , the fixed position for erecting cable band and cable length . determination and control approach of displacement of saddles during cable erection are also introduced . at the same time , the change course of pype during construction period for suspension bridge is analyzed
再次,介紹了懸索橋的施工控制內容與方法,利用軟件sgkz2000對多座懸索橋進行了施工計算,提出本文關于懸索橋的主纜無應力長度控制、索鞍預偏量控制、錨跨張力控制、絲股架設控制、索夾安裝位置與吊索長度控制的方法;介紹了吊梁階段鞍座頂推量的確定與控制方法,分析了施工階段懸索橋的線形變化過程。
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