規三 的英文怎麼說
中文拼音 [guīsān]
規三
英文
kizo-
Second, at three criterion, regulation of diary life, working rules, law. resocialization level are difference and can be measured bythree terms. cognition, abidance and indentity. third part, the factors inflence resocialization of peasantsin city have been devided into objective factors and subject factors before detail analysis. amony objective factors, income actsthe most important role, while the communication media take the first place amony subjective factors. the last part of this paper comes the mainconclusion of the study, the problem remains to be resolved and further research should be conducted
第三部分從個體主觀方面與客觀環境方面分析了影響進城農民行為規范再社會化的因素。在個體主觀因素中，經濟收入是一個重要的影響因素，在客觀環境因素中，大眾傳媒對進城農民行為規范再社會化發揮著重要的影響作用。本文的第四部分是本研究的主要結論及需要進一步探討的方面與研究存在的不足。Antagonism of bacillus firmus srain b - 305 against three pathogenetic fungi
對照組採用常規三聯If either side makes three consecutive fouls it shall count as a goal for the opponents ( consecutive means without the opponents in the meantime making a foul )
（七）如果任何一方連續犯規三次，就算對方命中1球（連續的意思是指在這期間內對方隊員未犯過規） 。By direct shear for and normal triaxial shear tests of non - saturated desert sand, the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand, and set up the code of this sand. based on the plane strain test of non - saturated desert sand slope, the paper analysed the destruction way of the excavaion side during the construction by means of adding water, and brough forward a formule that calculates the allowable of excavation and pile hole
通過非飽和沙漠砂直剪試驗和常規三軸剪切試驗，研究了含水量和干密度對非飽和砂強度的影響，建立了這種砂的強度準則。通過非飽和沙漠砂邊坡室內平面應變試驗，分析了沙漠井場浸法施工中就基坑壁的破壞方式，推導出了基坑和樁孔容許開挖深度的計算公式。Based on thermodynamics laws, inner - variable theory and analysis of conventional tn - axial tests data and breakage characteristics of loess, this paper proposed that the loess would produce elastic, plastic and nonreversible damage deformation during loading
從熱力學定律和內變量理論出發，在對常規三軸試驗數據和土樣的破壞特性分析的基礎上，認為土體在受力過程中將產生彈性變形、塑性變形和不可逆損傷變形。Sufficient test data were acquired for investigating the damage and constitutive behavior of concrete. second, according to the fitting of experimental data, the evolution equation of damage is obtained. the main factors affecting the damage development are examined and the causes are expounded
其次，通過對試驗結果的非線性回歸分析，得到損傷演化的經驗表達式，並以此為依據，分別深入地研究了混凝土在經歷過常規三軸受壓和三向等壓等荷載歷史后，抗壓強度和抗拉強度隨荷載歷史增加而發生劣化的演化規律。Secondly, from the aspects of the characteristic of the state - owned corporation group, the differences among the stakeholders of the subsidiary companies, and the deficiency of the present laws, the potential and realistic invasions as well as the causes are well analyzed. thirdly, by practical cases, the forms of the invasions are concluded. finally, in view of the laws, the corporate governance and the other reforms, the protective mechanisms of the stakeholders " interest are brought forward in this article
首先，藉助利益相關者理論闡述了保護子公司相關者利益的理論依據；然後，從國有企業集團特徵、子公司各利益相關者存在的差異和法律法規三方面深入剖析了子公司相關者利益受到的潛在或現實侵害及其原因；再次，結合實際案例，歸納和分析了集團公司侵犯子公司相關者利益的各種形式；最後，從法律法規、子公司內部治理結構及其它配套改革措施三方面闡述了國有企業集團內子公司利益相關者的保護機制。No matter what the relative density, confining pressure, liquefaction severities are, the post - liquefaction deformation will show the same characteristic. the factors mentioned above have their own affecting ways. a lot of tests have been done to investigate the reconsolidation characteristics of sand after dynamic loading
砂土液化后模量隨應變增加而增大的特性與常規三軸試驗中模量隨應變增大而減小的特性不同，相對密實度、液化度、初始有效固結壓力等都以特定的方式對影響著液化后的變形特性。Pure sand and bentonite samples have also been made for comparison
試驗用的儀器是常規三軸固結儀。Lots of tests are carried out for saturated loess ( such as intact loess, disturbed loess ), in the confined compression apparatus, and the routine triaxial apparatus as well as the triaxial apparatus respectively. the characteristics of deformation and strength of saturated structural ko - consolidated loess are obtained by analyzing the result of the texts, especially by comparing with the deformation and strength of saturated disturbed loess
本文在側限高壓固結儀、常規三軸儀和多功能三軸儀上，分別對原狀飽和結構性k _ 0固結黃土和飽和重塑黃土進行了大量的試驗。通過整理分析各試驗結果，尤其是通過對比飽和重塑黃土的變形和強度特性，得出了飽和結構性k _ 0固結黃土的變形和強度特性。Some useful results were found after those. firstly, the softening and dilatancy characteristics of qi loess stress - strain were found by means of conventional tri - axial tests
通過研究，本文主要取得了如下一些有益的成果：首先，通過常規三軸試驗揭示了q1黃土的應力應變軟化和剪脹特性。Furthermore, the flow in the far down stream are also researched. the diluting power of the flow within this area is between that of 2d micro jets and normal scale 3d jets
該實驗還同時研究了下游較遠處射流流動情形，發現其摻混強度在微尺度二維平面射流和常規三維射流之間。Duncan - chang model, an non - linear elastic model, is widely used in engineering. because the model reflects the main rules of the deformations of soils, and parameters can be gained from triaxial tests
由於鄧肯?張模型反映了土體變形的主要規律並且其各項參數易於從常規三軸試驗求得而在工程實踐中被廣泛應用。The pore pressure, relationship of stress and strain, and the shear strength parameters obtained by unloading tests are different from those obtained by loading tri - axial tests. later the difference is analyzed in the respect of stress path and microstructure. at last, by use of a practical project the author compared and analyzed the two sets of shear strength parameters obtained by two different stress paths
模擬基坑開挖的三軸試驗得出了與常規三軸試驗不同的孔隙水壓力和應力-應變關系，這樣得到的抗剪強度指標也低於常規三軸固結不排水加荷試驗所得抗剪強度指標，繼而本論文對抗剪強度指標的差異從應力路徑的角度和微觀結構的角度進行了分析。As china speeds up the steps of entering wto, the universal banking mechanism is an inevitable developing tendency. with regard to the revealed problems, in my point of view, we should take actions to study the possibility of the co - operation among different supervising institutions, and improve our comprehensive supervising abilities. moreover, we should also speed up the legislative construction in the field of financial supervision, and the construction of modern financial enterprise mechanism and integrated financial market
針對分業監管所面臨的問題，本文認為應採取的對策是積極探索銀行、證券、保險三個監管部門合作協調；提高素質和綜合監管水平：建立和完善金融業監管方面的法律法規；三大監管部門鼓勵金融機構在各個領域密切合作，加快現代金融企業制度的建設；建立健全統一的金融市場。Definition on conventional triaxial test and selections of its parameter indexes
淺議常規三軸試驗及其參數指標的選用In this paper the stress - strain and deformation characteristics of loess of the fifth tunnel of luohuiqu were analyzed by means of conventional tri - axial tests and the softening constitutive models were established. the models provide not only the basic and the necessary calculation conditions to analyze the mechanics response and construction optimization of simple shield tunnel method on the fifth tunnel of luohuiqu, but also a new method in researching the softening constitutive models of loess
本文通過對洛惠渠五洞q _ 1黃土進行常規三軸試驗，分析和探討黃土變形強度特性，建立q1黃土的軟化本構模型，這不僅為洛惠渠五洞的簡易盾構法施工的力學響應分析及其施工優化提供了最基本，最需要的計算條件，而且為當前土力學研究的熱點? ?土的軟化本構模型拓展了新的思路。Calibration for ring gage
環規牙規三線規校正In this paper, some present experimental methods of shear strength parameters are briefly described and the shortcomings of them are pointed out. then in order to obtain the right shear strength parameters for design of deep pit excavation, the author did a lot of normal tri - axial cu experiments and tri - axial cu tests that can simulate the actual process of excavation using soil sample of different depth
本論文首先介紹了現有一些確定土體抗剪強度指標的方法及其適用范圍並指出不足，然後從正確確定適合基坑設計中土體抗剪強度指標的角度出發，對不同深度下各層土體分別進行常規三軸固結不排水試驗和模擬深基坑開挖過程應力路徑的固結不排水卸荷試驗。Then, the techniques of neural networks are also applied to the constitutive modeling of concrete. the main benefits in using a neural - network approach are that all behavior can be represented within a unified environment of a neural network and that the network is built directly from experimental data, i. e., the network is presented with experimental data and learns the relationships between stresses and strains
其次，利用神經網路理論代替傳統的力學方法，直接從試驗數據出發，分別建立了在三軸單調比例加載、三軸循環比例加載、常規三軸單調加載和常規三軸軸向循環加載情況下混凝土的神經網路本構模型。分享友人