boundary member 中文意思是什麼

boundary member 解釋
邊界部分
  • boundary : n 邊界,疆界,限界 (between);(球場)邊線;界標;界限,范圍,分野。 aboundary dispute 邊界糾紛...
  • member : n 1 (團體的)一分子,成員;會員;社員;議員;委員。2 政黨支部。3 手足,肢體;身體各部,(人及動...
  1. The result shows that a sequence boundary is identified inside member 2 of sangonghe formation of lower jurassic, which is characterized by lithology of scour surface and conglomerate and gravel bearing gritstone over it, and by well logs of abrupt contact

    通過巖心、錄井、測井、地震的綜合研究發現,在下侏羅統三工河組二段內部可以識別出一個三級層序界面。
  2. 3. a space bond slip relation of reinforcements in either end of a member is proposed, based on one - dimensional bond slip model of reinforcements proposed by teng zhiniirmg from tsinghua university, the first - time loaded ascending stage ? curve of which model is modified as the line which parameters are not changed so as to simply the computation. the bond, slip is regarded as the boundary nonlinearity of a member

    3 、採用清華大學滕智明建議的一維鋼筋粘結滑移恢復力模型,但從簡化計算的角度出發,將首次加載的上升段曲線改為直線,並假定構件端部的諸多縱向鋼筋的滑移服從平截面假定,考慮由節點錨固區粘結滑移引起的構件端截面軸向和兩轉角附加變形。
  3. Consideration of the additional axial, two angular deformations generated by the bond slipping in anchorage zones of joints, the assumption is made, that the plane section of either end of a member before bond slipping of reinforcements remains afler bond slipping of reinforcements. additional deformations * contribution to stif ? nesses of plastic sub - elements is formed from the boundary nonlinearity of plastic stabelements. the space bond slip relation can truly compute bond slip in anchorage zones, additional def ? rmatinns, and their contribution to the space nonlinearity of a niember, has used iii space nonlinear analysis of columns and spandrel beams in this dissertation

    附加變形對塑性子區域的剛度貢獻,看作是塑性子區域的邊界非線性,建立了構件端部子區域基於構件邊界非線性的鋼筋與砼之間的空間粘結滑移關系,能較真實地求得錨固區的粘結滑移、附加變形以及他們對構件空間非線性性能的貢獻,並運用於柱、裙梁的空間非線性分析之中。
  4. ( 3 ) temperature field and residual capacity of reinforced concrete member after fire studied by the numbers, various boundary conditions of heat exchange equation and the solutions of them given an account, the formulae of the residual capacity of the members after fire established, the program of temperature field programmed on the basic of finite difference algorithm, a case given to demonstrate

    ( 3 )對火災后構件溫度場的分佈和剩餘承載力的計算進行了系統地分析和研究。討論了熱傳導方程的各種邊界條件及相應的解法,建立了不同構件的剩餘承載力計算公式,並結合工程實例用有限差分法編制了相應的溫度場計算程序,與實例吻合良好。
  5. Is precisely inunder this kind of high boundary management pursue power inspiration, the dream silk family member in for several years productionmanagement, always persisted strengthens " the pure silk real quality " quality consciousness, the firm rejection 絲綿 or under the footmaterial takes the bed by the short fiber, persisted with the longtextile fiber pure silk, the purified cotton cotton material, theenvironmental protection cotton material makes the raw material, andin the national same business the one ' s own issue " in the market likediscovered a dream silk product has the adulteration raw materialcompensates 10, 000 yuan " the serious pledge

    正是在這種高境界的經營追求動力鼓舞下,夢絲家人在幾年來的生產經營中,始終堅持強化「真絲真品質」的質量意識,堅決拒絕以短纖維絲綿或下腳料作為填充物,堅持用長纖維純蠶絲、純棉布料、環保布料作原料,並在全國同業內獨家發布「市場上如發現一件夢絲家產品有摻假原料賠償一萬元」的鄭重承諾。
  6. For the first time, based on frame structure with large thick raft plinth and many engineering examples, analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper. and five models were adopted, which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads, ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads, and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads, and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads, and ( 5 ) two tubes with unsymmetrical structure and loads. based on the middle - thick slab theory from mindli and the model for groundsill from winkle, the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software, ansys

    本文結合了大量的工程實例,以大底盤框架厚筏結構形式為研究對象,針對單個和多個塔樓布置於同一個大底盤框架厚筏基上的復雜結構體系,分( 1 )一個塔樓:結構布置雙軸對稱,荷載對稱的情況; ( 2 )兩個塔樓:結構布置雙軸對稱,荷載對稱的情況; ( 3 )一個塔樓:結構布置單軸對稱,荷載對稱的情? ; ( 4 )兩個塔樓:結構布置雙軸對稱,荷載不對稱的情況; ( 5 )兩個塔樓:結構布置和荷載均不對稱的情況等五種組合情況,全面系統地探討了上部結構?基礎?地基相互作用的大跨度基礎、基礎板變形特徵及其基底反力的分佈規律。
  7. The dissertation discusses some theories of computation including the unit stiff matrix of the spatial member in the local coordinates , the coordinate transformation, the integration of the integer stiff matrix , the equivalent joint load , the introduction of the boundary condition , the computation of the unit internal force and support reaction , the stableness of the spatial stiff frame. the dissertation also discusses the methods of dealing with several unusual problems such as combined structure, temperature stress , elastic bearing

    本文論述了空間桿件局部坐標單元剛度矩陣、坐標轉換、整體剛度矩陣的集成、等效結點荷載、邊界條件的引入、單元內力與支座反力計算、空間剛架穩定的計算理論,以及組合結構、溫度內力、彈性支承等幾個特殊問題的處理方法。
  8. Based on the conditions of electromagnetics principle, of actuation effect of piezoelectric materials, of the mechanical balance equations, of the geometry equations., of the boundary conditions of the piezoelectric active member and the application of finite element method, the dynamic equation of piezoelectric active member is formulated

    本文從電磁學原理,壓電方程,機械力的平衡方程和幾何方程出發,利用主動構件的邊界條件,用有限元方法得到了主動構件的動力學方程。
  9. This paper discusses the performance of load bearing under different boundary conditions by model test and finite element analysis. the x - side binding of the supporting surface connecting with up - side chord member of slice arch is the most important factor that affects membrane effect of the slab. the load bearig capacity of the slab with fixed end increased forty percent of the capacity of the simple - supported slab, because membrane effect of the slab with fixed end is remarkable

    本文通過模型試驗和有限元分析,較深入地探討了在不同邊界條件下微彎板的受力性能,結果發現與拱片上弦桿連接的支承面有側向約束條件是影響微彎板的薄膜效應最重要的因素,當該支承面為固結狀態時,薄膜效應十分顯著,其承載力比簡支約束微彎板的承載力提高了約40 。
  10. It is now a full member of the american society of crime laboratory directors ( ascld ). mutual co - operation with forensic laboratories in the mainland and macau sar has been established for the investigation of cross boundary crimes involving the use of firearms

    該科現為美國罪案實驗所所長協會的正式會員,並與內地及澳門特別行政區的鑒證所合作,偵查涉及使用槍械的跨界罪行。
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