塑性平衡 的英文怎麼說
中文拼音 [sùxìngpínghéng]
塑性平衡
英文
plastic equilibrium-
The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist
我國現行規范gbj7 - 89將這兩者分開考慮，其計算地基承載力設計值的公式是根據彈性地基中應力分佈及土的極限平衡狀態理論為依據而得出的，求地基的沉降變形時則視土體為彈性，這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。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。It includes the significant beauty of the book design and press sign, the gorgeous and complicated beauty of the publications ' s content, the profound beauty of the publishing faith and tenets, and the dynamic and harmonious beauty of the publishing ecology. thirdly, it makes a holistic analysis of the beauty of publishing brand ' s individuality and the types of chinese publishing brand ' s individuality. lastly, it discusses on the shaping of the publishing brand ' s aesthetic characteristics
首先立足於國內外出版品牌的現狀，闡述了出版品牌的美學品格研究的必要性；接下來論述了出版品牌的內涵美，包括意味雋永的形式美、絢爛紛繁的內容美、底蘊深厚的理念美、動態平衡的生態美；進而從整體的角度探討出版品牌個性美的內涵和我國出版品牌個性美的類型；最後討論出版品牌美學品格的塑造，包括：確定獨特的出版定位，涵養豐厚的文化積淀，形成自己的出版風格，建構出版審美價值觀等內容。During calculation of the ultimate flexural capacity of composite beams, it assumes steel beam, concrete board and connecter are plastic, calculates them by ultimate equilibrium method
在組合梁受彎極限承載力計算中，認為鋼梁、混凝土板和連接件完全塑性，採用極限平衡法計算。When the element studied lost the stability during the elastic - plastic period, the stability balance equation turn to the special coefficient differential equation, and the analytic value cannot be got
當所研究構件是在彈塑性階段失穩時，穩定平衡微分方程變成非常系數微分方程，而無法求得其解析解。In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface
本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手，剖析了剛體極限平衡方法的3點自身缺陷和6點不足，並在此基礎上採用了剛體極限平衡法（平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法）與大型有限元法對比研究的方法，分析研究了平面直線型滑坡、平面折線型滑坡、平面圓弧型滑坡在漸進破壞中邊坡的滑體彈塑性參數、滑麵塑性參數） 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊坡穩定性的影響與滑動面上的正應力、剪應力分佈規律、安全系數的解答的差異。The 3 - d numerical simulation shows that the temperature rise of necking region is higher than that of no - necking region
對無氧銅在破碎前出現塑性失穩多重頸縮進行了初步分析，利用能量平衡的破碎理論給出了無氧銅環的破碎分佈。This constitutive model describes the non - associated plastic flow of granular material, and replaces the assumption that granular material complies with associated flow rule in the limit " equilibrium theory of granular material
該本構模型反映了散體材料的非相關塑性流動，取代了散體極限平衡理論中散體材料服從相關流動法則的假定。Based on the brevity discuss about the theory & practice development of performance measurement in internal and oversea commercial banks, and the brief analysis about the main financial performance assessment models, the author analyses the theoretical defects and practical bewilderment of our internal commercial banks " financial performance evaluation system. subsequently, the basic principium & the central thoughts of balanced scorecard ( which is a performance evaluation system grown up in america in 1990s ) are introduced, and after a profound analysis on the meaning of bsc ' s four performance assess factors ( financial, customer, the internal business process, the learning and growth. ), the profound enlightenment meanings, such as forming strategic operation thoughts, implementing bank ' s strategies practically, evaluating operation performance comprehensively and scientifically, are explicated
本文首先簡要論述了商業銀行績效測評概念的內涵與意義，並在對國內外商業銀行績效測評理論與實踐發展及商業銀行主要的財務績效評價模型作扼要評述的基礎上，分析了我國商業銀行當前財務業績評價系統的理論缺陷與實踐困惑；隨后，文章介紹了20世紀90年代在美國興起的平衡計分法績效測評系統的基本原理、核心思想，並在對平衡計分法的財務、顧客、內部業務流程和學習成長四個業績評價要素進行深入分析之後，闡述了平衡計分法對我國商業銀行塑造戰略性經營思維、切實實施銀行戰略、全面科學測評銀行經營績效的深刻啟示意義。This essay explores the thoughts and methods about the problems of bsc ' s implement in china ' s commercial banks, such as application conditions, applied principles & procedures, the strategic business plans, the design thinking on bsc ' s indicators and the " scorecard ". at last, this essay applies the balanced scorecard to a chinese domestic bank, analyses it ' s four key success factors which including financial, customer, the internal business process and the learning and growth, puts forward a framework of
第二章，文章介紹了平衡計分法績效測評系統的基本原理、核心思想，並在對平衡計分法的財務、顧客、內部業務流程和學習成長四個績效測評要素進行深入分析之後，闡述了平衡計分法對我國商業銀行塑造戰略性經營思維、切實實施銀行戰略、全面科學測評銀行經營績效的深刻啟示意義。( 2 ) on the basis of continuity equation, momentum conservation equation, energy conservation equation, and substantial equation, coupled thm governing equations are derivated with giving up the assumption of local thermal equilibrium, adopting thermal elasto - plastic constitutive relation, taking the effect of temperature gradient on groundwater seepage ( analogous to soret diffusion ) and the effect of viscous dissipation of groundwater on temperature field of rock mass into account
（ 2 ）根據連續性方程、線動量平衡方程和能量守恆方程以及相應的物性方程推導了飽和巖體溫度場-滲流場-變形場三場耦合作用控制方程組。在推導控制方程組時舍棄了「局部熱平衡」假設，採用了熱彈塑性本構關系，考慮了溫度梯度對地下水滲流的影響（類soret效應）以及地下水的粘性耗散對巖體溫度場的影響。The energy equilibrium equation and the relation between plastic work and the critical stress surface are given
給出了臨界狀態下的能量平衡方程及塑性功與臨界應力面的關系。Now, there are three main methods, namely limit equilibrium method, plasticity limit analysis and fem
目前，邊坡工程穩定性分析主要有極限平衡法、塑性極限分析法和有限元法。There are two main innovate ideas in the dissertation. ( 1 ) supported by the results from the method of limit analysis of soil plasticity and the ultimate equity method, the author proposes the criterion of judging of stability of slope of foundation of a building
本文的創新點主要有：採用塑性極限分析和極限平衡方法，通過計算，提出了黃土地區宅基邊坡的穩定性評價標準，即人工谷緣的坡度不得大於天然坡度。The famous project of gas transiting west to east and the cross - river tunnel of huangbu river in shanghai also will be constructed with this technique, which is under the plan. among the shield tunneling methods, up to now, earth pressure balanced shield tunneling ( epbs ) is the most universal type, and it is very certain that the epbs method adopt to our country increasingly. the key factor to success in epbs is converting the muck which is lack of fluidity excavated from the cutter face to the plasticity soil. but when the shied tunneling machine advancing, it is considerably difficult to reach this requirement because of the ground soil condition, which is consist of stiff clay, silt, weathered rock, and so on
近些年來我國城市地鐵建設迅速發展，盾構施工法作為一種安全而又環保的施工方法得到了廣泛的使用，另外在黃浦過江隧道，西氣東輸的穿黃隧道等工程也在使用盾構隧道施工技術。這其中土壓平衡式盾構在我國的使用最為普遍，成為地鐵隧道施工技術的主流。土壓平衡式盾構施工成功的關鍵是要將開挖面切削下來的土體在壓力艙內調整成一種「塑性流動狀態」 。This thesis is focused on the stability analysis of dams and it foundation, two methods are employed : ( 1 ) stability analysis method base on rigid limit equilibrium method, which regards dam and rock foundation as undeformable rigid body
主要採用以下兩種方法： （ 1 ）基於剛體極限平衡理論的穩定分析方法。這種方法假設大壩和巖石地基為不變形的剛體； （ 2 ）基於彈塑性理論的穩定分析方法。Separately select and use the slice method based on rigid body theory of ultimate equilibrium and the ai theory based on neural network to justify loess side slope stability and finite element numerical stimulation based on elastoplastic theory to further research the factors of slope failure and deformation mechanism of landslide
分別採用基於剛體極限平衡理論的條分法和基於神經網路的人工智慧理論判別黃土邊坡穩定性；又採用基於彈塑性理論的有限元數值模擬，進一步探討了黃土地區邊坡失穩的影響因素及其滑坡變形機制。Elastic plastic equilibrium
彈塑性平衡It says that once, if ever, reflective equilibrium is attained, the principles of political justice ( content ) may be represented as the outcome of a certain procedure of construction ( structure ). in this procedure, as modeled by the original position, rational agents, as representatives of citizens and subject to reasonable conditions, select the public principles of justice to regulate the basic structure of society
一旦達到反思平衡，政治正義的原則（內容）就可以描述為某種建構程序（結構）的結果，在這一山原初狀態所塑造的程序中，合理的行為主體? ?作為公民的代表並服從理性的條件? ?選擇公共正義原則來規導社會的基本結構。And this method can consumedly reduce the expenses of landside correction. the stress remolding method of landside correction completely disengages limit equilibrium method of slope analysis. it ' s a new way and has great academic and practical meaning
採用應力重塑方法來研究邊坡的穩定性以及進行邊坡處治，完全脫離了極限平衡方法的范疇，是一個新的途徑，無論在理論上還是實際中都具有重大意義。分享友人