簡單支承 的英文怎麼說

中文拼音 [jiǎndānzhīchéng]
簡單支承 英文
free end bearing
  • 簡 : Ⅰ形容詞（簡單） simple; simplified; brief Ⅱ動詞1 （使簡單; 簡化） simplify 2 [書面語] （選擇人才...
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 簡單 : 1 （不復雜） simple; uncomplicated; plain; simplicity 2 （平凡 多用否定式） commonplace; ordinary...
  1. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。
  2. The pillow block ball bearing is composed of a single row deep groove ball bearings with seals at both sides and spherical outside surface, and a housing, suitable for simple support, widely used in varieties of mechanical equipment, especially for agricultural, metallurgical, textile and printing machinery

    外球面帶座軸承由一個兩面帶密封圈的單列外球面深溝球軸承和一個軸承座組成，適用於簡單支撐，對主機的製造和安裝精度要求低，安裝拆卸方便，廣泛應用於各種機械設備，尤其使用於農業機械、冶金機械、紡織機械及印刷、印染、食品、建材、陶瓷等各種輸送設備。
  3. The pillow block ball bearing is composed of a single row deep groove ball bearing with seals at both sides and spherical outdide surface, and a housing, suitalie for simpie support, widely usedinvarieties of mechanical epuipment, especially for agricultural, metallurgical, teatile and prnting machinery

    外球面帶座軸承由一個兩面帶密封圈的單列外球面深溝球軸承和一個軸承座組成，適用於簡單支承，對主機的製造和安裝精度要求低，安裝拆卸方便，廣泛應用於各種機械設備，尤其適用於農業機械、冶金機械、紡織機械及印刷、印染、食品、建材、陶瓷等各種輸送設備。
  4. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  5. 2 ) from the angle of constructing course, steeve - arch supporting structure requires low - capacity cranes to erect, and simple constructing methods easy to meet. the time spending on construction is short. the usual arch supporting structure requires high - capacity cranes to erect, and complicate constructing methods hard to meet

    2 ）從施工角度看，吊桿式拱架支承結構對吊車的起吊能力要求低，工藝簡單，施工方便，工期短；豎桿式拱架支承結構起頂重量大，對吊車的起吊能力要求高，施工難度大。
  6. The study in the paper starts with beam distortions, and it treats the plastic deformation area as pure bending sect, rest of the beam as rigid bodies. according to different shapes of the external tendons, it divides into three structural forms familiar in projects, that is the beams with no deviator, with a deviator and with two deviators, and studies the relation between the deformation of the external prestressing tendons and that of the beams, and derives the formulas of the ultimate stress increment of external tendons. in the formulas, the ultimate angle corresponding to half of the plastic deformation area is considered as a variable parameter

    本文首先從梁極限狀態下的變形入手，將塑性鉸區看作純彎段，將塑性鉸以外的區域看作剛體，按照體外預應力筋的形狀不同，分工程中最常見的三種體外結構形式，即無轉向塊的直線型體外筋混凝土梁、具有一個轉向塊的單折線型梁和具有兩個轉向塊的雙折線型梁，研究體外預應力筋變形和梁體的變形間的關系，推導出以極限狀態下塑性鉸區之半對應的轉角為參數的計算體外預應力混凝土簡支梁以及連續梁的體外筋應力增量計算公式，並進一步求得梁的極限承載力。
  7. （ including ， without limitation ， indebtedness owing by seller to third parties who have granted buyer a security interest in the accounts ， chattel paper and general intangibles of said third party ； and further including ， without limitation ， any and all attorneys fees ， expenses ， costs ， premiums ， charges and interest owed by seller to buyer ， whether under the agreements ， or otherwise ） whether due or not due ， absolute or contingent ， liquidated or unliquidated ， determined or undetermined ， whether seller may be liable individually or jointly with others ， whether recovery upon such indebtedness may be or hereafter becomes barred by any statute of limitations or whether such indebtedness may be or hereafter becomes otherwise unenforceable ， and includes sellers prompt ， full and faithful performance ， observance and discharge of each and every term ， condition ， agreement ， representation ， warranty undertaking and provision to be performed by seller under these agreements

    這里的術語「負債」 「債務」 （以下一併簡稱為債務）應按照各自最廣泛的含義被使用，債務包括賣方先前、現在和今後，基於自願或非自願發生的所有預付款、負債、債務和責任，不論債務如何產生， （包括但不限於，賣方對已用自己的帳戶、動產文書或一般無體物向買方提供擔保利益的第三方之負債，並進而包括但不限於，賣方在協議等項下欠付買方的全部律師費、支出、費用、保險費、運費和利息） ，不論債務是否已經到期、是否必然發生、是否已清算、是否已決，不論賣方是單獨或與他人連帶承擔責任，不論債務的追償是否已經或將會受到時效法的阻礙，也不論債務是否已經或將要無法強制執行，賣方應當即時、充分和善意的履行、遵守和完成全部條款、條件、協議、陳述、擔保義務和這些協議項下賣方應當履行的條款。
  8. （ including ， without limitation ， indebtedne owing by seller to third parties who have granted buyer a security interest in the accounts ， chattel paper and general intangibles of said third party ； and further including ， without limitation ， any and all attorneys fees ， expe es ， costs ， premiums ， charges and interest owed by seller to buyer ， whether under the agreements ， or otherwise ） whether due or not due ， a olute or contingent ， liquidated or unliquidated ， determined or undetermined ， whether seller may be liable individually or jointly with others ， whether recovery upon such indebtedne may be or hereafter becomes barred by any statute of limitatio or whether such indebtedne may be or hereafter becomes otherwise unenforceable ， and includes sellers prompt ， full and faithful performance ， o ervance and discharge of each and every term ， condition ， agreement ， representation ， warranty undertaking and provision to be performed by seller under these agreements

    這里的術語「負債」 「債務」 （以下一併簡稱為債務）應按照各自最廣泛的含義被使用，債務包括賣方先前、現在和今後，基於自願或非自願發生的所有預付款、負債、債務和責任，不論債務如何產生， （包括但不限於，賣方對已用自己的帳戶、動產文書或一般無體物向買方提供擔保利益的第三方之負債，並進而包括但不限於，賣方在協議等項下欠付買方的全部律師費、支出、費用、保險費、運費和利息） ，不論債務是否已經到期、是否必然發生、是否已清算、是否已決，不論賣方是單獨或與他人連帶承擔責任，不論債務的追償是否已經或將會受到時效法的阻礙，也不論債務是否已經或將要無法強制執行，賣方應當即時、充分和善意的履行、遵守和完成全部條款、條件、協議、陳述、擔保義務和這些協議項下賣方應當履行的條款。
  9. The terms indebtedness and obligations are （ hereinafter collectively referred to as the obligations ） used herein in their most comprehensive sense and include any and all advances ， debts ， obligations and liabilities of seller ， heretofore ， now ， or hereafter made ， incurred or created ， whether voluntarily or involuntarily ， and however arising （ including ， without limitation ， indebtedness owing by seller to third parties who have granted buyer a security interest in the accounts ， chattel paper and general intangibles of said third party ； and further including ， without limitation ， any and all attorneys fees ， expenses ， costs ， premiums ， charges and interest owed by seller to buyer ， whether under the agreements ， or otherwise ） whether due or not due ， absolute or contingent ， liquidated or unliquidated ， determined or undetermined ， whether seller may be liable individually or jointly with others ， whether recovery upon such indebtedness may be or hereafter becomes barred by any statute of limitations or whether such indebtedness may be or hereafter becomes otherwise unenforceable ， and includes sellers prompt ， full and faithful performance ， observance and discharge of each and every term ， condition ， agreement ， representation ， warranty undertaking and provision to be performed by seller under these agreements

    這里的術語「負債」 「債務」 （以下一併簡稱為債務）應按照各自最廣泛的含義被使用，債務包括賣方先前、現在和今後，基於自願或非自願發生的所有預付款、負債、債務和責任，不論債務如何產生， （包括但不限於，賣方對已用自己的帳戶、動產文書或一般無體物向買方提供擔保利益的第三方之負債，並進而包括但不限於，賣方在協議等項下欠付買方的全部律師費、支出、費用、保險費、運費和利息） ，不論債務是否已經到期、是否必然發生、是否已清算、是否已決，不論賣方是單獨或與他人連帶承擔責任，不論債務的追償是否已經或將會受到時效法的阻礙，也不論債務是否已經或將要無法強制執行，賣方應當即時、充分和善意的履行、遵守和完成全部條款、條件、協議、陳述、擔保義務和這些協議項下賣方應當履行的條款。
  10. The paper was based on load - bearing properties of elementary aerostatic bearing, predigested support and spindle structure of multi - support aerostatic motorized spindle, established finite - element analysis model, analyzed all kinds of structureal designs of shafting refer to ansys software, analyzed and compared load - bearing characteristics

    摘要基於單元氣體靜壓軸承的承載性能，簡化多支承氣體靜壓電主軸的支承和主軸結構，建立了有限元分析模型，藉助ansys軟體分析軸系的各種結構方案，並進行承載特性分析對比。
  11. Generally, the skew bridge ' s calculation theories can be divided into three types : the category 1 is the plank theories method, such as the finite difference method, the finite element method and the finite strip method, etc ; the category 2 is the beam theories, such as the grid beam theories, the general grid theories, the rigid cross - beam method, the elastically - supported continuous beam method and the bar system analytical method, etc ; the category 3 is the practical method, such as the g - m revising method, the grid - beam simple method and ghali form coefficient method, etc

    目前關于斜梁橋的計算理論和方法概括起來，大致可以分為三類：第一類為板理論方法，如有限差分法、變分法、有限單元法、有限條法等；第二類為梁理論法，如格構梁理論、一般格構理論、剛性橫梁法、彈性支承連續法、桿件結構的分析方法；第三類為實用計演算法，荷載橫向分佈的計算方法如g ? m修正法、格構梁的簡易法、 ghali表格系數法等。
  12. But in the past, it ' s always based on the experience to design the slewing frame, that is, by analogy or in terms of the principle of material mechanic to design the structure

    而過去對塔機回轉支承系統上、下支承座的設計主要是停留在經驗設計階段，大多採用類比法，或簡單的材料力學估算來設計支承座系統結構。
  13. Consequently, the precast components don ’ t need any interim falseworks to be supported in the mid - span as bottom forms when the laminated concrete lay is being placed. furthermore, to form two - way slabs, the transverse steels can be arranged through the rectangular cores in the ribs of the precast slabs as needed. it makes the construction of composite two - way slabs easier and more feasible, practical, and suitable to introduce and apply to the building construction on a large area

    由於預制構件具有剛度大和承載力高的特點，施工時以預制構件作為樓板底模無需設置跨中臨時支撐;同時還能通過預制構件板肋預留的長方形孔布置橫向受力鋼筋實現樓板的雙向配筋，使預應力雙向疊合樓板的施工簡單易行，更適合於大面積的推廣應用，具有較大的工程應用價值。
  14. Second, a jeffcott rotor model supported by two seals bearings in its two ends is established to simulate the shafting of simple turbines ( only short - and - straight - blades are included in the shafting ). and periodical response of the system is obtained by using the newmark method. then, the dynamic characteristics of rotor system at the certain rotate speed and the certain physic

    其次，建立了一個用來模擬簡單汽輪機軸系（只含有短直葉片）的兩端用滑動軸承支撐的jeffcott轉子模型，並用newmark方法求得了系統的周期響應，根據系統的周期響應、 poincare映射圖、頻譜圖、分岔圖等，分析了系統在特定轉速及特定的轉子系統參數下的運動特徵。
  15. At last, the force vibration of the model is discussed by the method of principal mode superposition

    用主振型迭加法簡單討論了彈性支承交叉梁系的強迫振動。
  16. On the basis of the traditional elasticity theory, nonlinear theory, ultimate theory and theory of reinforced concrete slabs with simple - supported condition, this paper analyzes the whole process of reinforced concrete thin slabs in the loading test of distributing static load, on the objects of reinforced concrete thin slabs with complex geometry, complex boundary condition and distributing of reinforce bars. and then analyzes the load capacity under the effecting of static load

    本文在傳統的鋼筋混凝土彈性理論、非線性理論和極限理論以及在簡單支承條件下的鋼筋混凝土板理論的基礎上，以復雜幾何形狀、邊界條件及配筋形式的鋼筋混凝土薄板為研究對象，對其在靜力分配梁加載下的加荷試驗的全過程進行分析，並對其在靜荷作用下的受力性能進行分析。
  17. H. 248 protocol is just located in the separated framework, and provides communication between mgc equipment and mg equipment. h. 248 inherits all the advantages of the media gateway control protocols before, so it achieves mighty description function, provides more supports to the application layer and is easier to manage and implement. in addition, h. 248 has better control to media bearer, including media resources and bearer resources

    H . 248協議正是處在這個分離體系結構之間，提供媒體網關控制設備與媒體處理設備間的通信的協議， h . 248協議在繼承了以往的媒體控制協議的所有優點的基礎上，實現了強大的描述功能，對應用層提供了更多的支持，管理和實現更為簡單，對媒體承載（包括媒體資源和承載資源）有著良好的控制。
  18. The washing machine with integrated shell and barrel can ' t simply avoid vibration in the traditional way on account of removing shell part that supports the motion inertia system inside the washing machine

    殼桶合一洗衣機由於革除了支承全自動洗衣機內部運動慣性系統的外殼部件，使得它不能簡單地沿用傳統方式避振。
  19. The elastic effect is different from the effect of rigid support, in this paper, a spindle is simplified as one - disc rotor or multi - discs rotor. by the rules of riccati transfer matrix, the varieties of dynamic properties, inherent frequency and main vibration model of the rotor are calculated

    主動磁軸承支承是彈性的，將主軸分別簡化為單圓盤轉子、多圓盤轉子等進行研究，應用傳遞矩陣法計算出在支承剛度變化時的轉子動態特性、固有頻率和振動主模態等特性的變化。
  20. From simple to complex, there are three multi - decks rotor models supported by two seals bearings in two ends established in this article. first model is a multi - decks rotor with loosening foundation. second model is rub rotor - bearing system

    本文由簡單到復雜建立了三個採用滑動軸承支撐的雙圓盤轉子?軸承模型，首先是以帶有一端軸承支座松動的簡化雙圓盤轉子系統為模型（轉子系統在非線性油膜力的作用下） 。
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