法向內力 的英文怎麼說
中文拼音 [fǎxiàngnèilì]
法向內力
英文
normal internal force-
The anchor flange for west - fast gas pipeline project is a kind of important device to avoid axile thrust damages all valve of electric field and the anchor flange of the project are only supplied by my company. the anchor flange has replaced import product, filling up domestic blank and achieving nationalization.
錨固法蘭是西氣東輸管道工程為防止軸向推力對各種站場閥室造成破壞而設置的一種重要裝置。全線所用的錨固法蘭均由我公司獨家供應。該產品代替了進口，填補了國內空白，實現了國產化。Now some universities and institutes of china have made some samples of the lunar rovers and theirs wheels, but until now the wheel ’ s mechanical performance is seldom researched and tested. this paper will analyze the mechanical performance of the wheel and design a test - bed to test the performance of the lunar rover ’ s wheel. firstly, the mechanical characters of the soil are separated to press - sinkage character and shear character based on bekker ’ s theory, and common press - sinkage and shear models are introduced and the theory of lankine passive earth pressure is also introduced
根據bekker半經驗法的基本思想，將土壤的力學特性分解為水平方向的剪切特性和豎直方向的承壓特性，闡述了地面力學中常見的土壤的承壓、剪切等力學模型，並引入了朗肯被動土壓力理論，為建立車輪在松軟土壤中前進和轉向的力學模型奠定了基礎，同時進行了實驗土壤的剪切實驗，測量了土壤的內聚力和內摩擦角等參數。2 ) the structure elements should be laid out symmetrically and uniformly when designing steeve - arch structure, what ' s more, the reasonable selection of section geometric size near the arch foots of first beams is paid attention to and the arrangement difficulties of steel bar due to the big eccentric pressures 2, the analyses of anti - seismic features on transverse direction of the aqueduct l ) the method of adjusting the elements " mass can be harnessed in order to even the layout of seismic loads
2 ）設計吊桿式拱架支承結構時，各部分構件應當均勻對稱布置。另外，還應注意頭道梁拱腳附近截面的尺寸擬定，克服地震內力造成的大偏心受壓狀態給結構配筋設計增加的困難。 2 、橫槽向抗震性能分析1 ）可利用調整構件質量的方法，使得結構的某些構件的地震荷載分佈均勻一些。Based upon virtual displacement method and the updated - lagrangian approach, stiffness matrices for two - dimensional elastic - plastic beam model in large displacement were proposed, in the derivation of which transverse stress was included because it was believed that part of the 2nd order effects of various stresses, which are in equilibrium with each other and with the external loads, will counteract each other and neglecting either part would possibly lead to incorrect results
利用虛位移原理和更新的拉格朗日方法，導出了大位移彈塑性梁單元剛度矩陣的顯式表達式，在剛度矩陣推導中引入了截面內非線性剪應力和橫向應力的影響，剛度矩陣通過了剛體檢驗。之所以要引入橫向應力的影響，是因為本文認為，保持平衡所需的所有應力，它們各自的二階效應會相互抵消，因此忽略其中的任何一項都可能導致不正確的結果。Program can analyze the multi - girder curved bridge, by using the diatropic distributing theory. it can calculate the dynamic programming loading, by using the combined influence. it can analyze the internal force under the action with the prestressed force, by using the equivalent load method
程序採用橫向分佈的實用計算理論來處理多主梁曲線梁橋的空間受力分析問題；採用組合影響線來對曲線梁橋進行動態規劃加載；採用等代荷載法對曲線梁在預應力作用下的結構內力進行分析。Obtain these chief research achievements. ( 1 ) the method of hydraulic fracturing, kaiser effect experiment and the finite element numerical simulation computation results, the direction of maximum horizontal principal stress intersect the small - angle of tunnel axial line, it is favorable to the stability of tunnel peripheral rock ; according to the test rust of field stress - relief method, at the present time, zhe gu mount tunnel have n ' t access to high crustal stress site, maximum principal stress magnitude is 17mpa ~ 20mpa
主要獲得以下研究成果： （ 1 ）綜合水壓致裂法、室內巖石kaiser效應試驗和有限元數值模擬計算研究成果，最大水平主應力方向與隧道洞軸線小角度相交，對隧道圍巖穩定性有利；根據現場應力解除法測試結果，目前鷓鴣山隧道尚未進入高地應力段，最大主應力量級為17mpa 20mpa 。Abstract : based on thestatic wind force factors of a tower and on the root - mean - square of the buffetingdisplacement responses of the tower top, which are measured by wind tunnel tests inlaminar and turbulent field respectively, the static and buffeting internal forces of thetower bottom control sections under its design wind speed are obtained by linearsuperposition method and fem
文摘:基於均勻流和紊流風場中的橋塔模型風洞試驗所測得的橋塔空氣力靜力系數及塔頂抖振響應的位移均方根，採用線性疊加法及有限元法反演，給出設計風速下塔底控制截面的順風向靜風及抖振內力。The obligation of person of the change that be torn open : ( 1 ) after tearing open change compensation to find a place for the agreement is signed, should refer estate of building of the change that be torn open to the person that tear open change according to consultative agreement authority certificate and cancel estate right a power of attorney ; do not have estate right certificate ought to refer corresponding property right to prove file and the declaration that abandon estate right ; ( 2 ) after tearing open change person to give compensation to find a place for, finish inside the deadline of the regulation that tear open change remove ; ( 3 ) the agreement that fulfils the agreement that tear open change, be in transfer after expiring, vacate room of have enough to meet need remove the person that tear open change ; ( 4 ) fulfill director office and relevant people government already the legal copy clerk of become effective ; ( 5 ) book of the judgment that fulfills people court to had produced legal effectiveness, mediation and ruling book, the arbitral adjudication book that arbitral perhaps orgnaization makes and arbitration mediate a book ; ( 6 ) other and legal or the agreement is voluntary
被拆遷人的義務： （ 1 ）在拆遷補償安置協議簽訂后，應按照協議的約定向拆遷人提交被拆遷房屋房地產權證書及注銷房地產權利委託書；沒有房地產權利證書的則應當提交相應的產權證實文件及放棄房地產權利的聲明書； （ 2 ）在拆遷人給予補償安置后，在規定的拆遷期限內完成搬遷； （ 3 ）履行拆遷協議的約定，並在過渡期滿之後將周轉房騰退給拆遷人； （ 4 ）履行主管機關及相關人民政府已經生效的法律文書； （ 5 ）履行人民法院已經發生法律效力的判決書、調解書和裁定書，或者仲裁機構作出的仲裁裁決書和仲裁調解書； （ 6 ）其他法定或約定義務。Ofta will strive to give you a full reply on your complaint within 30 working days ( or if the case so warrants, within 30 working days after receipt of your express consent for disclosing your personal data and transferring the documents related to your complaint to the operator ( s ) and parties concerned ) if your complaint is within our legal powerscope of service and we have conducted a formal investigation
如投訴屬電訊局的法律權力服務范圍所能處理者，並經正式調查，電訊局將盡力於30個工作天內（若個案情況有所需要，將于接獲投訴人明示同意向營辦商及有關機構披露個人資料及轉交與投訴有關的文件后30個工作天內）給予投訴人詳細回覆。When analyzing skew support continuous curved box girder bridge, curved grid girder analyzing method considering warping effect is applied. matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing. in order to convert original rigidity equations to structural rigidi ty equations that can be solved, bearing nodal displacement matrix can be introduced, then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings, unit rigidity matrix and unit nodal forces can be gained. structural rigidity matrix can be composed according to matrix displacement method, so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
分析斜支承連續曲線箱梁橋時，採用考慮翹曲作用的曲線格子梁分析方法，應用矩陣位移法對具有約束支承形式的斜支承連續曲線薄壁箱梁橋進行分析，考慮到支座的約束條件並不與梁端彎曲角位移和扭轉角位移的方向一致，引入支座節點坐標矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計算單元剛度矩陣和單元節點力，然後按照矩陣位移法組集總剛並建立結構剛度方程，根據結構剛度方程即可求解未知的節點位移及桿端力，推導出任意截面處的內力計算公式。In the process, we import the displacement method " s concept of replacement ahead, that is to say, we replace the unknown vectors with new unknown vectors to prevent the delivering and accumulation of errors. at the same time, we completed the skew bridge calculation procedure, and compared the calculation results with the results by the finite element software ansys, it proved the correctness and practicality of this procedure
在矩陣傳遞的過程中引入位移法中的前進代入的概念，即將未知向量不斷的以新的未知向量替換，以防止誤差的傳遞和積累。本文完成了斜交格子梁橋的內力計算程序，並將計算結果與採用有限元分析軟體ansys分析計算的結果進行了比較，驗證了程序的正確性和實用性。It is to use finite element method to calculate the stress within the slope in this paper, and get the normal stress and tangent stress of the slope sliding surface directly, and then calculate the stability coefficient of the slope
本文研究內容是應用有限元法計算斜坡內部的應力，並直接求解邊坡滑動面上的法向力和切向力，進一步計算邊坡的穩定系數。The results show that the drag of grid fins is little affected by width to chord ratio, the normal force of grid fins was large, and that the smaller was the ratio, the better was the characteristics of the grid fins ' s normal force in tested sizes of width to chord ratios
結果顯示，在所選擇的格寬翼弦比范圍內，格寬翼弦比對阻力的影響不大，對法向力有明顯的影響，格寬翼弦比越小法向力特性越好。7mpa / km in the center of the zone ( 6 ) in the hot dry rock geothermal energy extraction system, after the system start to operate, the normal stress of crack show the pronounced influence depending on the temperature ' s change in a month, there are a marked drop in temperature nearby the injection well, forming a lower stress area, with the heat extraction, the temperature ' s change even gradually, but the temperature descend quickly nearby the production well, forming a new lower stress area
（ 6 ）高溫巖體地熱開發中，裂縫面法向應力受溫度變化的顯著影響，在系統開始運行的一個月內，注入井附近區域其溫度降低較快，形成低應力區;隨開采時間的延長，其溫度變化逐漸平緩，而生產井附近區域溫度降低加快，逐漸形成新的低應力區。Thermoplastics piping systems. non - end - load - bearing elastomeric sealing ring type joints between pressure pipes and moulded fittings. test method for leakightness under internal hydrostatic pressure without end thrust
熱塑料管道系統.壓力管和模塑配件的合成橡膠密封環型接合.在無軸向推力時內部流體靜力學壓力下密封性試驗方法The simplified method, one time statically indeterminate plane truss, for the solution of sunflower - patterned cable dome and sunflower - patterned cantilever roof is introduced. this method is clear and convenient and the results are reliable
提出了採用一次超靜定平面徑向桁架結構，求解荷載態下葵花型索穹頂和葵花型環形挑篷內力和位移的簡捷計算方法，該方法力學概念明確，思路清晰，計算簡便，結果可靠。The directions can be obtained by removing the quarter-wave plate and following the procedure for plane polarized light or by interpolation.
可將四分之一波片卸去，並按平面偏振光法或內插法來決定其主應力方向。I, through comparing the research approach to analyze with the case, from culture, legal culture, legal changes and lead legal culture into meaning in which the economic law study set out of culture, on the basis that the theory is analyzed, particular background and reality formed and developed on the basis of the economic law, study and regard power culture and right culture as the economic law culture of two major key elements among them from the standing of angle of legal culture. from the meaning of the culture of economic law at the same time, necessity and feasibility of studying in culture of economic law, economic law characteristic modernity and national characteristic of culture, economic law culture with modern to rule by law civilized angle set about, carry on economic law analysis of culture ; secondly, certain difference exists in formulation and development of chinese and western economic law culture, the development of the culture of western economic law is shown as the cultural transition to power culture of the right rotates. with germany and historical retrospect and review, carry on real example investigate and combine western law sociology ideological trend research and western economic law culture of development, economic law of u. s. a., i inner link, the essence around the culture of eastern economic law is the power culture at the same time, its form of expression is confucian culture, the course of development is shown as the transformation to right culture of power culture, and golden mean culture is the inside information of china ' s economic law culture
筆者從文化、法律文化、法律文化的沖突與變遷以及經濟法制度的法律文化土壤的思路進行研究，在理論分析的基礎上，基於經濟法形成與發展的特定背景與現實，闡釋經濟法以社會本位為價值取向、以權利與權力均衡為主旨、以平衡協調為內核、以人為終極關懷的內涵;經濟法文化的路徑考察由經濟法文化演進與國家角色的變遷、經濟法嬗變中的平衡協調精神、經濟法文化孕育中的社會本位思潮、經濟法文化熏陶下的經濟法制度催生四個層面展開;經濟法文化的特性表現為現代性和民族性，經濟法文化與現代法治文明的關聯涵蓋兩個方面，挖掘發揚傳統法文化中的合理因素、警惕傳統法文化中不合理因素的侵蝕;由於中西經濟法文化的產生與發展存在一定的差異，西方經濟法文化的發展表現為權利文化向權力文化的過渡轉型，筆者以德國和美國經濟法發展的歷史性回顧與反思進行實證考察並結合西方的法社會學思潮研究與西方經濟法文化的內在聯系，同時圍繞東方經濟法文化進行探析，其表現形式是儒家文化，發展的過程表現為權力文化向權利文化的轉移，其中中庸文化是中國經濟法文化的底蘊。The long term strength prediction method is put forward under the assumption that cohesion c varies in the same way as friction angle, and shearing stress varies in the same way as normal stress
依據雙曲線應力應變關系，假設堆石結構強度c與內摩擦角的變化規律相同，剪應力與法向應力的變化規律相同，得出堆石長期強度的求解方法與過程。Normal stress distribution on the inner cylinder forced by power law fluid flowing in annulus with inner cylinder executing a planetary motion
冪律流體在內管做行星運動的環空中流動時的內管法向應力分佈分享友人