結構的勁度 的英文怎麼說
中文拼音 [jiēgòudejìndù]
結構的勁度
英文
stiffness of structure- 結 : 結動詞(長出果實或種子) bear (fruit); form (seed)
- 構 : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
- 的 : 4次方是 The fourth power of 2 is direction
- 勁 : 勁形容詞(堅強有力; 剛強) strong; powerful; sturdy
- 度 : 度動詞[書面語] (推測; 估計) surmise; estimate
- 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
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In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented
本文借鑒鋼框架節點構造,設計了四種類型矩形鋼管混凝土柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。This article is suitable for color - locking and all kinds of hair texture like medium, dry and oily, etc. this article that contains repairing elements of rich sunflower plant virgin pulp can reconstruct hair fiber structures automatically, strengthen hair elasticity and durability with unique bi - active protein repairing formula and the stronger ability to permeate, moisture hair instantly, give hair the rapid absorption, reduce hair - damaging degree efficiently and repair hair inside structures in - depth
本品適用於染后鎖色以及中性、乾性、油性等各種類型發質使用,內含豐富的太陽花植物原漿修護成份,能自動重組頭發的纖維組織,加強燙后頭發的彈性和持久度,獨有的雙重活性蛋白修復配方滲透力強勁,能瞬間滋潤秀發,能讓頭發快速吸收,能有效降低頭發的受損度程度,深層修復發質內層結構。The tax treatment is unfair among different businesses and different tax - payers. the abnormal taxation certainly results in the abnormal development of the bank and securities industry. the difference between the taxation of china bank and securities industry and the foreign taxation that include the taxing scope, the abstraction and materialization of taxation, the taxation operation, the sanction and transparency of tax law, the seriousness of taxing administration and tax policy choice, not only provide the opportunity for the foreign finance institution which can carry out tax planning, moreover tax equity, but also likely lead to that the foreign finance institution lack confidence to china market and policy, finally affect its investment and result in tax unfairness among tax - payers
長期以來,我國財政與金融的特殊關系使得財政對銀行業實行「特殊」的稅收政策,銀行業整體稅負高於製造業以及非金融性的服務業,中資金融企業稅負高於外資金融機構,過重的稅負使得銀行資本充足率難以保證,發展失去后勁;二是我國銀行業和證券業稅制結構不合理、稅制不規范、不科學,銀行和證券業內部不同行業、不同納稅人之間稅收待遇不公平,畸形的稅制必將導致銀行與證券業的畸形發展;三是我國銀行業和證券業稅制與外國稅制的差異,包括征稅范圍大小、稅制的抽象化與具體化、稅制的可操作性、稅收法律約束力和透明度、稅收執法的嚴肅性等差異,不僅給外資金融機構進行稅務籌劃甚至偷逃稅提供了可乘之機,而且還可能使得外資金融機構對中國市場、對政府政策缺乏信心,而影響其投資,也導致納稅人之間稅負不公。And then, thesis explicates the reasons of the difference from five aspects including natural resource, area conditions, labor conditions, technical conditions and industry structure. furthermore, the thesis points out that the sustainable utilization of natural resource, the adjustment of labor structure, improvement of labor qualities, the employment of advanced science and technology and reasonable industry structure are critical to the improvement of rural economy ' s integral, power and comprehensive competition. at last, this thesis puts forwards a series of policies and countermeasures, such as accelerating urbanization of villages of villages to develop increasing pole, enchanting agricultural, industrialization to strengthen the industry foundation, improving the help and development policies to the poor to strengthen the district economic cooperation and the coordination effect by decreasing the limits of the poor, and so on, which can encourage each area display its advantage and supply what the other needs and make the rural economy coordinated and commonly flourishing
根據分析結果將11個市劃分為省內發達區域、中等發達區域和不發達區域三種類型,將138個縣(市)劃分為由高到低七個等級;對差異產生的原因從自然資源、區位條件、勞動力條件、技術條件、產業結構等五個方面進行了系統探討;並從更深層次上指出,土地等自然資源的可持續利用,勞動力構成優化、素質提高,先進科學技術的適用,產業結構的合理布局等對農村經濟的整體實力和綜合競爭力的提高起決定性的作用;最後,在河北省農村經濟協調發展的角度,提出了「因地制宜,揚長避短;優勢互補,共同發展」的指導思想和「鼓勵先進,鞭策后勁;區域聯動,全面協調」的基本原則,並進一步提出了加大小城建設? ?培養增長極,推進農業產業化經營? ?強化產業基礎,改善扶貧開發政策? ?降低后勁制約以及加強區域經濟聯合? ?增強協調效應等綜合措施。This paper applies nonlinear finite element program bsnfem to analyze the behaviors of eccentrically braced steel frames under cyclic load. the study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel frames have been some studied before. this paper fills the black in the filed factor of high - span ratio, brace stiffness and brace - to - beam connections to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel trames and any factor to be changed affect energy - dissipation capacity of y shape eccentrically braced steel frames
對耗能梁段的長度、耗能梁段腹板的厚度、耗能梁段翼緣的厚度、耗能梁段加勁肋的間距、耗能梁段加勁肋的厚度、支撐的夾角等因素的改變對d形、 k形偏心支撐鋼框架耗能的影響,前人已有一些研究,本文對這些因素的影響進行了全面系統的分析,完善了理論分析的不足;而結構高跨比、支撐剛度、支撐與梁的連接形式等因素對d形、 k形偏心支撐鋼框架破壞機理的研究以及各種因素對y形偏心支撐鋼框架破壞機理的影響,則很少有人涉及,本文對此也進行了深入系統的分析,填補了這一研究空白。The research results indicate that it is the best plan for suspension rod to be constructed from main tower to side pier and for second dead load to be loaded before the bridge has been completed
4 .研究了主纜矢跨比、加勁梁剛度、主塔剛度、主纜抗拉剛度等結構參數變化對平勝大橋靜力力學性能的影響。With checking and optimization, some rational suggestions on bridge location, shape and overall arrangement is put forward. after construction checking, the author also puts forward some requests for construction pre - cove and safety pier setting, at the same time gives optimum design on joint balance pier. construction structure checking indicated that not only the strength and stability coefficient of rotation stiffness framework is affluent, but also the section size
通過驗算及優化,對該橋推薦方案的橋址、武漢理工大學碩士學位論文橋型及橋梁總體布置提出了合理化的建議;通過施工驗算,對施工預拱度及保險墩的設置提出了要求,對交界平衡墩進行了優化設計;施工結構驗算表明,轉體勁性骨架強度、穩定性富餘系數較大,截面幾何尺寸過大,結構設計過于安全保守,並提出了結構優化的方法,從而大大節省了工程投資,加快了工程進度,增強了橋梁的美觀。( 3 ) the free - standing porous silicon films with continuous porous structure were prepared on single crystal silicon wafer by the method of anodic oxidation and electrochemical etching - electropolishing, and firstly used as the anode materials for lithium ion secondary batteries. the capacities of lithium ions storage and the process of charge and discharge of this nano - silicon anode materials as well as the influence of the structure of ps on behavior of storing lithium ions were inspected at length. on the other hand, through the process of charge and discharge in cells, the lithium of light metal element could be electrochemically doped into ps at different doping levels
胡勁松河北師死大學碩士學位論文( 3 )利用陽極氧化法在單晶硅基底上制備了多孔硅自支撐膜,並首次將這種具有連續多孔結構的硅材料用作了理離子電池的陽極材料,考察了這種納米級硅陽極的儲鉀性能和充放電過程,分析了材料結構對其儲理行為的影響;另一方面,利用這種電池充放電過程在多孔硅中電化學引入了不同點綴程度的輕金屬鉀元素,考察了鉀點綴對多孔硅自身結構,及至性質所帶來的影響,提供了一種通過電化學方法插入埋離子從而連續調整多孔硅發光性質的有效方法。At the end of this section the paper specifies three possible failure modes of the ultimate resistance, depending on the ratio between the flexural resistance of the flanges and the axial resistance of the bolts. this numerical analysis includes many nonlinear structure behaviors such as contact status nonlinearities, geometric nonlinearities and material nonlinearities
文章就連接翼緣板剛度的變化和設置加勁肋等構造措施對連接的高強度螺栓內力、翼緣板間的接觸壓力、撬力和節點剛度的影響進行了對比分析,並對有限元的計算結果進行了多項式擬合。After comparing between the finite - element analysis and experimental results, the author verified the fem. then according to the chinese code, the nonlinear finite model of the beam - to - column is established which are made of different size components. the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets, and the conclusions about the joints behavior are drawn : thicken the connection plate, lengthen the connection plate or use a back - up stiffer can improve the connection behavior, consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates
本文根據我國規范的有關規定,自行建立了12個不同構件尺寸的樑柱腹板連接的三維有限元模型,對不同構件尺寸的樑柱腹板剛性連接節點在單向荷載作用下的反應進行了研究,從結構的mises應力等值線示意圖、梁端加載處的荷載? ?位移曲線、翼緣連接板兩端的mises等效應力以及翼緣連接板與柱相連接的三邊的mises應力等值線示意圖四方面進行了比較與分析,從而得出了不同構件尺寸的樑柱腹板剛性連接的在受力行為上的結論:增加翼緣連接板的厚度、增加翼緣連接板的長度以及採用柱的橫向加勁肋均可以改善節點的受力性能:提高節點的承載能力;減小翼緣連接板內部與柱翼緣邊的的應力不均勻現象,從而避免試件過早地發生破壞。Stiffness of structure
結構的勁度Abstract : with the increasing of suspension bridge ? s span, the gravity stiffness of suspension cable itself is more important than vertical deflection resistance stiffness of stiffening girder which is serviced for the whole structure. in order to provide more knowledge of gravity stiffness of suspension cable, in this paper, gravity stiffness of suspension cable is formulated briefly and theoretically in case of ignoring the existing of the stiffening girder. the deformation and internal force of suspension cable can be calculated approximately in this way
文摘:隨著懸索橋跨度的增大,加勁梁的豎向抗彎剛度提供給整個橋跨結構的剛度僅佔次要地位,而懸索自身的重力剛度卻佔有重要的作用.為加深對重力剛度的進一步認識,筆者對特大跨度的懸索橋的重力剛度進行簡要的理論推導,在忽略加勁梁存在的情況下,可近似地計算懸索橋的變形和內力Palate : an excellent, mouth - filling wine, with superb balance between power and finesse, with fresh fruit, soft tannins, and lots of structure. a classic cos vin de garde
口感:品質卓越,在口中能感受到酒體勁度與精細層次之間有極好的平衡,有新鮮的果香、柔滑的單寧、以及豐富的結構。是愛事圖爾莊園經典之作。On the premise of satisfying all constraint conditions stipulated in the codes with the pipe thickness spacing, height and thickness of stiffener rings as variables and the total steel quantity per meter of pipe as objective function, the program is developed for structural stress computation and comparison of total steel quantity used so as to select the alternative with smallest total steel quantity per meter of pipe
該程序在滿足規范規定的各種約束條件下,以管壁厚度、加勁環間距、高度和厚度等作為變量,以每米鋼管的總用鋼量為目標函數,進行結構應力計算和工程量比較,從中選出用鋼量相對最小的設計方案。In terms of structure, the main - five - kind fruits account for most of the yield but those minor kinds come to play increasingly important roles. meanwhile fruit production becomes more concentrated and its distribution in regions becomes more rationable, though the general status still lags behind developed countries "
在生產結構方面, 5大類水果產量所佔比重大,但小品種水果產量增長勢頭強勁;水果生產的產量集中度提高,區域格局優化,但與發達國家相比還有差距。This allows us to use much less elements to model complicated structures such as the stiffened beam and tower in suspension bridge, while it can still reflect various details such as the mechanical character, geometry, spatial position, the contribution to the system stiffness and mass, of each member involved. by adopting the assembled element, we can use usual pcs to perform the nonlinear analysis of long - span suspension bridges
組合單元突破了傳統有限元對于不同材料或不同構件必須採用相應不同單元的限制,對懸索橋的索塔、加勁梁等復雜結構,能用較少的單元進行模擬,並且仍然能夠仔細反映其內部各個構件的力學特徵、幾何尺寸、所在空間位置以及其對系統剛度、質量的貢獻,實現了用普通微機進行大跨度懸索橋空間非線性分析。In addition, the analysis and test for the entire stability and limited carrying capacity are completed and results show that pingsheng bridge is also safe enough. 4. the influence on the static performance for pingsheng bridge of structural parameters, such as rise - span ratio of main cable, stiffened girder rigidity, main tower rigidity and main cable rigidity, is studied
對平勝大橋和與之具有相同結構參數的地錨式懸索橋模型進行了動力特性分析,並研究了主纜矢跨比、恆載集度、加勁梁剛度、主塔剛度、主纜抗拉剛度、吊索抗拉剛度等結構參數變化對兩類懸索橋動力特性的影響。The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation , uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction
但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難;塔柱多為空心變截面,且為高空作業,給模板工程及預應力張拉帶來一定困難;支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫;索塔施工偏位會引起的承臺和基礎的附加應力,對加勁梁的架設影響大;懸吊結構未完體系(架設時)施工階段的風致振動往往影響到施工的安全和質量;實心塔柱部分體積較大,易產生溫度裂縫。Part iv. basic countermeasures for molding china into the center of manufacturing industry of the world concerning the guiding principle, we must correct our thinking to regard the manufacturing industry as the dusk industry ; concerning the way of development, we must firmly insist on the way to combine the internationalization with the independent democracy ; concerning the technical route, we must gradually transfer to the mode of self creation ; concerning the industrial structural regulation, we must adopt the multi - layer propelling strategy ; concerning the market opening - up, we must stick to the parallel emphasis of the domestic market and the international market ; concerning the regional layout of the manufacturing industry, we must form the regional manufacturing industry with special features ; and concerning the development of capable persons, we must form the regional manufacturing industry
第四部分:把中國建成世界製造業中心的基本對策在指導思想上,要扭轉把製造業看作是夕陽產業的誤區;在發展道路上,要堅定不移地走國際化與獨立自主相結合的道路;在技術路線上,要循序漸進地由引進為主向自主創新轉變;在產業結構調整上,要採取多層次推進的策略;在市場開拓上,要堅持國內市場與國際市場並重;在製造業地域的布局上,要形成各具特色的區域製造業;在人才的開發上,要注重教育的發展,從長遠的角度為中國製造業的發展培養后勁。Fengdu yangtze suspension bridge is characterized with out - spread overhead curved cable, tunnel - type anchorage and steel - truss stiffening girder. it is well - known for its new structure, complex technology, accurate workmanship, and difficult construction. it is valuable to review its construction method and new technique developed during construction
豐都長江大橋懸索橋具有外張式空間曲線主纜、隧洞式錨碇和鋼桁架加勁梁的設計特點,結構新穎、技術復雜、工藝精度高,施工難度大,其施工方法和施工中開發的新技術具有重要的應用價值。分享友人