principal bearing 中文意思是什麼
principal bearing
解釋
主方向角-
Many computational analysis of soil constitutive models appear to be irrational because of taking no account of or not thoughtfully considering the anisotropic deformation when they face the direct or indirect simulation of principal stress and principal strain relationship of load bearing unit
諸多土體本構模型都會直接或間接面臨對受荷單元主應力主應變關系的模擬，但由於不考慮或考慮各向異性變形特性不周，對各向異性變形問題的計算分析就會出現不合理。 -
With the increase of lateral pressure modulus, the magnitude of principal stress decreases and the direction of it is hardly changeable ; with the increase of the angle between the direction of the maximal horizontal principal stress on magnitude and the fault bearing, the magnitude of principal stress increase and its direction can hardly change ; with the increase of the elastic modulus of rocks, the magnitude of principal stress increases and the direction changes more ; with the increase of pr, the magnitude of principal stress decreases and the direction changes more ; with the increase of lateral pressure modulus, the principal stress at hance, the tress at topmost arch, bottom arch and principal stress at lateral arch decreases, with the increase of the depth of tunnel, the stress of surrounding rock also increases, and the poorer the quality of surrounding rock is, the little its principle stress is
分析得出，隨著側壓力系數的增大，主應力量值減小，主應力方位難改變；隨著與斷層走向的夾角增大，主應力量值增大，應力方向難改變：隨著巖石的彈性模量的增大，主應力量值增大，方向變化越大；隨著泊松比的增大，主應力量值減小，方位變化越大。隨著側壓力系數的增大，頂、底拱處的各應力值增大，拱腰處的主應力減小，剪應力增大，側拱處的各主應力減小，同一側壓力系數的條件下圍巖質量越差，各應力值也越小；隨著洞室埋深的增加，圍巖壓力也增大，圍巖質量越差，其應力值也減小。 -
The following paper is about a type of instrument for the signal collection that can be used to monitor big - size bearing. the key technology about it is also introduced. during the analogue section, principal line is analogue signal pspice simulation
在故障檢測儀前向模擬信號處理部分，以模擬信號的pspice分析與模擬為主線，分析與設計了傳感器、低通有源濾波器等部分的內容。 -
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。 -
Based on strain distribution acquired in experiment, the internal force evaluation model is set up, then, the structural behavior of slw are investigated in detail. combined with the nonlinear fem results, the structure behaviors are expressed in the concepts of " principal limb " ( pl ) and " load effect bearing ratio " ( lebr ), and the function for lebr determining is put forward, which may be used in the practical section design
本文進行了國內首例短肢墻結構體系低周反復試驗；基於試驗實測的墻肢應變分佈，擬合了墻肢截面的應變分佈規律，並進行了短肢墻結構內力大小及其分佈規律的分析，建立了墻肢荷載效應負載率的數學模型，為實際工程的截面設計創造了條件。 -
On account of most of the existing research was limited in single pile and single pile with a cap. this paper has done six single pile, one single pile, one three piles composite foundation and two - origin foundation static load experiments and obtained the principal value. the author found the formula in the code is vaguely in deals with the origin foundation bearing capacity and its reduction coefficient. two pieces of advice were put forward to improve the formula and achieved satisfied results in fact engineer construction
水泥土樁復合地基研究的困難，在於其非均一性的特點，鑒於前人的研究工作多局限在單樁及單樁復合地基，本文進行了六組單樁，單樁與多樁復合地基、天然地基各兩組的靜載荷對比試驗，得到了三者承載力的基本值，指出了有關規范復合地基承載力公式中的天然地基，取值不明確，不利於實際應用。 -
A bearing surface transmits the interaction between an arch dam and its foundation, the strength of which directly affects the constraint of the bedrock to the dam, and thus affects the stress and deformation of the dam. the influence is studied in this paper with nonlinear finite element method, as an example, for a high arch dam in design. the results show that the influence on stress is only limited within the local area near the bearing surface, larger on the maximum principal tensile stress than on the principal compression stress, and the decrease of the strength does not cause unlimited increase of the maximum stress. the influence on the displacement of the top of the dam is smaller than that of the bottom of the dam, especially the relative downstream displacement. at the lower strength of the bearing surface, the relative downstream displacement at the bottom of the dam increases with the decrease of the strength
建基面是傳遞拱壩和基巖相互作用的紐帶，它的強度直接影響基巖對壩體的約束，從而影響壩體的應力和變形.採用非線性有限單元法，以設計中的某高拱壩為例，分析建基面強度對壩體應力和變形的影響.結果表明建基面強度對壩體應力的影響僅限於建基面附近的局部范圍，對最大主拉應力的影響要大於對最大主壓應力的影響，建基面強度的降低不會無限地增大壩體的應力數值；建基面強度對壩頂位移的影響較小，但對壩底位移（尤其是順河向相對位移）的影響較大，當建基面強度較低時，壩底順河向相對位移隨建基面強度的降低而增大 -
It points out that mechanisms in limited partnership screens risk investor effectively and reduces the agent ' s cost, such as the pay for venture capitalist, limited life cycle of fund, venture capitalist bearing unlimited liability, etc. at investment stage of venture capital, through analysing the arrangement such as the choice of investment tool, staging of investment and estimating enterprises " value again based on enterprise ' s achievement, control distribution etc. first, choice of investment tool is the core of agreement, and determines the principal - agent relationship between venture capitalist and entrepreneur to a great extent
論文對風險投資機構的兩種主要的組織形式? ?公司制和有限合夥制進行了對比研究，深入分析了有限合夥制的主要制度安排，指出有限合夥制的報酬體系、風險投資家承擔無限責任、基金的有限生命周期等機制的設計，有效的篩選了風險投資家並降低了代理成本。風險投資投資階段，通過對投資中投資工具的選擇、分階段投資與基於業績的價值重估以及風險企業控制權的分配等制度安排的研究，指出：一、投資工具的選擇是風險投資契約的核心，在很大程度決定了風險投資家與創業家之間的委託代理關系。 -
A valid method to make the anisotropic deformation behavior of load bearing unit clear is to research principal stress and principal strain relationship, and true triaxial test is a necessary means
弄清受荷單元的主應力主應變關系是認識各向異性變形性狀的有效方法，而真三軸試驗是必要的手段。 -
In view of the principal approach span of a super major bridge in chongqing, this paper analyses the causes of cracks developing in construction on the important locations of the light rail load - bearing beams, such as the blocks 0 #, cross beams and pier shafts, and puts forward appropriate disposition measures
摘要針對重慶市某特大橋主引橋在施工過程中輕軌承重梁的0 #塊、橫梁和墩身等重要部位出現的裂縫分析其成因，並提出處理措施。 -
For sirv dependents ; photocopy of passport of principal investor bearing issued sirv
簽發給投資者家屬特別投資者常住簽證：投資人蓋有特別投資者常住簽證的護照的復印件 -
Bearing of principal ice edge
-主冰邊界線方位 -
If the trcs are not enough to cover your tax liability, a crossed cheque payable to " the government of the hksar " should also be enclosed bearing the difference between the tax payable and the principal of the trcs
如果儲稅券總面值不足以繳付稅款，請附上註明支付香港特別行政區政府的劃線支票，以支付應繳稅款與本金之間的差額。 -
By fitting reasonable external prestressing tendons to ensure ultimate bearing capacity of the bridge, to ensure stress reserve of the main beam, to reduce effectively principal tensile stress, to renew line state of bridge structure and gradient
通過合理地設置體外預應力束，確保了該橋的極限承載能力；增大了主梁的應力儲備；有效地減少了主拉應力；恢復了橋面線形和坡度。
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