flexible section 中文意思是什麼
flexible section
解釋
撓性段-
The weapons used in wushu fall into three categories : long weapons including spears and broadswords ; short weapons such as short swords, daggers and hooks ; and flexible weapons which includes nine - section cudgels and three - section cudgels
武術的兵器有三大類：長兵器，包括長槍、大刀；短兵器，包括短劍、匕首和鉤；軟兵器，包括九節鞭和三節棍。 -
This paper, aiming at the problems in petroleum enterprises ' budget management, presents the approaches to enhance budget management : ( 1 ) establish the specified budget management section and clarify its responsibility ; ( 2 ) schedule the budget on the basis of strategy of the petroleum enterprises ; ( 3 ) set up the flexible budget target, budget alarm and budget result query ; ( 4 ) adjust budget dynamically and simultaneously ; ( 5 ) adopt the applicable measures and encouragements, reanimate wide participation in budget management
摘要針對油田企業預算管理存在的問題，闡述了加強預算管理的途徑和措施：設置專門的預算管理機構，並建立預算工作崗位責任制；以油田企業戰略為基礎編制預算；設置彈性預算指標，建立預算預警機制和預算結果質詢制度；適時調整、編制動態預算；採取有效的考核與激勵措施，鼓勵全員參與預算管理。 -
Such members are much more flexible in torsion than those with a solid section.
這樣的桿件在扭轉時比實心截面的桿件柔得多。 -
( 2 ) respectively by elastic theory analyses and methods of structural mechanics, transverse static analytical equations for flexible pipeline rigid pipeline are established whose outcomes are applied in numerical example to compare those with that by finite element method. ( 3 ) considering interaction of filled soil, pipeline and foundation, with an eye to non - linear soil model, in view of the initial geo - stress field and the effects of interface between soil and pipeline, and by finite element method the calculational model and method are built for transverse stress in pipeline. then, by the great finite element analytical software ansys, those outcomes are applied in calculation example of positive buried pipe to educe the distribution of circumjacent soil pressure and stresses on cross section and to compare it with that calculated by conventional ways before those outcomes are applied in engineering case of positive buried pipe with flexible filled materials to confirm distribution of soil pressures after the measure for reduction and to compare it with measurements. as a result, the model set up in this paper is proved to be applicable after all above - mentioned analyses
本文基於彈性理論和有限元原理與方法，分析了上埋式地下管道橫向力學計算方法和性狀並探討了上埋式地下管道的減荷等問題： （ 1 ）在分析現有幾種典型的管道垂直土壓力計算方法的基礎上，探討了影響垂直土壓力的主要因素以及改進的方法； （ 2 ）分別通過彈性理論分析法和結構力學的方法，建立了地下管道柔性圓環和剛性管涵的橫向靜力計算方程，並應用在算例中，把所得結果和有限元方法所得結果進行對比分析； （ 3 ）考慮填土、管道和基礎的共同作用、土體的非線性特性、初始應力場以及土體和管道的接觸面因素的影響，利用有限元的思路，建立了地下管道橫向力學有限元計算模型和方法，並且採用大型有限元分析軟體ansys ，針對上埋式管道工程算例，得出了管周土壓力以及管道橫截面應力的分佈狀況和規律，並和理論值進行對比；針對施加柔性填料的上埋式管道工程實例，得出了減荷后的土壓力分佈，並和實測值進行了對比。 -
Conduits and fittints for electrical installations. circular cross - section, flexible, supple, heavy, metal conduits of type msb
地區設施導線和連接件. msb型圓截面撓性金屬軟導線 -
Flexible steel in flat section
撓性扁鋼釬 -
The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones, being of a character of combination of rigid retaining structures with flexible ones, so its working mechanism will be behaved as sharing loadings, waterproof and impermeability, loading transfer, local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action, soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the
主要研究結論有： （ 1 ）復合土釘支護的作用機理主要為臨時加固土體以保證局部穩定、有機聯系以共同承擔荷載、改善土體性質起到止水抗滲作用。 （ 2 ）試驗結果表明：復合土釘支護能夠充分調動周圍土體共同作用，有效地控制基坑變形；復合土釘支護中止水帷幕的插入深度和強度對控制邊坡變形與失穩有較大作用；復合土釘支護效果明顯優於一般的土釘支護。 （ 3 ）面層與邊坡土體共同變形，設計時可按外力作用下的彈性地基梁進行計算。 -
Specification for conduits for electrical installations ; part 2 : particular specifications for conduits ; section 5 : flexible conduits
電氣安裝用導管規范.第2部分:導管特殊規范.第5節:軟導管 -
Specification for conduit fittings for electrical installations ; part 2 : particular specifications ; section 3 : fittings for flexible conduits of metal, insulating or composite materials and for pliable conduits of metal or composite materials
電氣設備的導管部件規范.第2部分:特殊規范:第3節:金屬絕緣或復合材料軟電纜管附件 -
With the aid of these blocks, it is convenient and flexible to make up different kind of automatic - controlled simulating system and so to accomplish different kind of automatic adjusting task. this paper is focused on the construction of the simulation model of ccs by using the contrived control section model. the ccs employs advanced direct energy balance control strategy and can simulate different running patterns such as turbine following boiler pattern, boiler following boiler pattern, etc. two independent control loops : power control and frequency control, are used in the contrivance of deh and they are separately corresponding to the normal condition and the abnormal condition
本文利用開發的控制環節模塊，著重建立了協調控制系統的模擬模型，該協調控制系統採用了先進的直接能量平衡控制策略，並能模擬機跟爐、爐跟機、機爐協調、手動以及定壓和滑壓等運行方式；開發的功頻電液系統模型採用了功率控制和頻率控制兩個獨立的控制迴路，能夠在機組正常運行和啟停時對汽輪機進行控制。 -
In section 2. 6, we show the open - loop system ( 1. 1 ) - ( 1. 3 ) is exactly observable. this provides us with an effective method to study the stability of non - dissipitiwe flexible beam systems with boundary feedback
縱觀第二節到第五節，它為我們今後研究非耗散邊界反饋彈性梁振動系統的穩定性提供了一個非常有效的方法。 -
This paper introduce the test and application situation of some new techniques in the stone roadbed blasting of the seventh bidding section of the electrized speed increasing modification works of zhegan railway such as adding the flexible cushion on the hole - bed, making the smooth blasting, making the large - area multi - row short - delay loose blasting, and making the single - hole one - by - one blasting network, etc
介紹了浙贛鐵路電化提速改造工程第七標段石方路基爆破中，孔底加設柔性墊層、光面（預裂）爆破、大區多排微差松動爆破、單孔逐個起爆網路等新技術的試驗和運用情況。 -
The researches show that the vertical cracks on the surfaces paralleled to water flow of thin - walled flexible piers may be induced by the large shear stresses at the faceoffs in the cross - section near the bearing and the variable cross - section of the pier
研究表明，墩身在平行於水流方向的兩側面上的豎向裂縫，可能是由於墩身在底部和中間變截面處的倒角附近區域產生較大剪應力而引起的。
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