strain complex 中文意思是什麼
strain complex
解釋
復合品系-
Nowadays, the ways to detect the piles are various, and all of them are limited in some aspects. for instance, coring test do large scathe on the piles, and static load test will waste much time, money and energy, while some ways are hard to operate as the limitation of the length and the diameter of the piles, and the special condition on the spots, such as high - strain, low - strain, and so on. furthermore, the result can only be gained under the complex analysis of the collected wave, and under the validation of the coring test
目前，工程中常用的樁基檢測方法很多，但都存在著一些弊端：有的對樁破壞性嚴重，例如抽芯檢測；有的耗時、耗財、耗力，例如靜載荷試驗；還有的如低應變、高應變等檢測技術由於受到樁長、樁徑以及現場一些特殊情況的限制，操作很不方便，而且採集到的波形要經過比較復雜的處理分析方能得出結論，而這個結論卻還要輔助取芯手段加以驗證。 -
Fr - 008 is a strain producing a complex of heptaene macrolide antifungal antibiotics, one of which, previously named fr - 008 was regarded to bis similar to candicidin, but different in sugar moiety
Hplc分析研究表明，它與灰色鏈黴菌imru3570產生的殺假絲菌素是同一種物質，均含有相同的幾種主要組分。 -
But the stress - strain relationship is in complex stress condition after the necking starts
但是，從頸縮開始，其應力應變關系處于復雜應力狀態。 -
A comparison is made with available simplified theories such as that corresponding to plane strain model. the comparison involves many aspects such as the soil resistance factor, the soil complex local stiffness and the pile complex stiffness at the level of the pile head. the applicability of the other two models is analyzed and checked
3 、將本文嚴格解與其它簡化解（如基於平面應變假定的解等）從土層阻抗因子、土層局部復剛度和樁頂復剛度等方面進行了對比分析，檢驗和校核了簡化解的適用性。 -
It can be concluded that the performance differences between the plate membrane and the hollow fiber membrane can be attribute to difference of the stresses in the membranes when they were under pressure and the difference of the strain caused in the membrane, besides the possible reason that the surface curvature difference between a plate substrate and a hollow fiber one may cause structure difference in the dense functional layer when coating. the stresses in a hollow fiber composite membrane under an outside pressure are quite different from that in a plate one in that they exert on the hollow fiber in both the radial and circular directions, and the compress strain of the hollow fiber is thus much more complex, which may cause the top layer crinkle and a decreased salt rejection
分析認為造成平板復合膜（ ）和中空纖維復合膜（ ）性能差異的主要原因，除了平板基膜與中空纖維基膜因表面曲率不同可能引起在塗覆時形成的緻密功能層結構上的差異之外，由於中空纖維膜受外壓時，膜內部承受的應力形式與平板膜不同，會同時在徑向（膜厚度方向）和環向（膜面內方向）兩個方向產生壓應力，因此，所發生的形變也較為復雜，可能造成表面復合層的起皺或脫落，引起脫鹽率下降。 -
J - integral has noting to do with the integral line, so it can evade the complex stress - strain field near the crack tip, moreover, j - integral is a stress - strain field parameter with clear definition and close theory, so it is very popular to the field of mechanics
J積分具有與積分線路無關這一特點，故可避開裂紋尖端處極其復雜的應力、應變場，並且j積分是一個定義明確、理論嚴密的應力、應變場參量，因而受到了斷裂力學工作者的青睞。 -
The stress - strain relation of soil is a key to the earthwork calculation. in the project, the action of stress is very complex, in order to analyse the stress - strain relationship of soil. many model theorise have been developed
實際工程中，土體的變形很復雜，為了分析土體的應力-應變關系，現在已經發展出很多理論，不過各有其優缺點。 -
The finite element numerical simulation analysis is an important method to predict sheet metal instability in the sheet metal forming process. and the current general - purpose finite element codes all choose the strain - based forming limit diagram as the instability criterion, which has the limitation of correlative to the strain path. thus it is very inconvenient to study sheet metal forming under complex strain paths
有限元模擬是板料成形過程中預測板料失穩的重要手段，考慮到當前通用的有限元軟體都是以存在應變路徑相關性缺陷的基於應變的成形極限圖為失穩判據，以致在研究復雜應變路徑板成形時極為不便。 -
Human elongator complex serves a role in chromatin remodeling through modifying the lysine residues of histone h3 and h4 during transcription elongation in higher cells. the main results and conclusions are as followings. 1 using depletion strain of yeast as material, we have established a system for complementation test and gene expression analysis of human elongator complex
4 、利用點突變和plasmidshuffle等技術構建了含h3k14一r 、 h4ks ~ r單突變和h3k14一側h4ks一r雙突變的e1p3乙菌株，通過功能互補實驗分析少凡p3對突變株的補償功能，證實酵母elongator可對h314k / h4sk進行乙酞化修飾。 -
Because of the complex swelling mechanism and various factors which influence the dilatational strain, to find out the major factors and to establish an accurate and simple swelling constitutive relationship is the key to swelling rock research
膨脹巖的膨脹機理復雜，影響膨脹變形量的因素繁多，找出其中的主要因素，建立合理準確、簡潔明了的膨脹本構關系是膨脹變形研究的關鍵。 -
All concrete structures are exposed to volume changes caused by hydration reactions in the early age. if the volume changes are restrained, stresses is generated which will cause cracking when it overcomes the tensile strength. as the mechanical properties of early age concrete vary with time, especially the creep degree depends on the time elapsed and the time at loading, to calculate the stress of concrete structure is a complex nonlinear problem. the finite element method ( fem ) can take account of the evolution of the stiffness properties, the development of thermal strain, creep, shrinkage and so on. in this paper, a general approach for numerically simulating this type of behaviour is presented firstly. then, how to solve this problem is introduced by the general finite element software ansys using the initial stress method. finally, a detailed description of an example calculation that demonstrates the potential of the numerical simulation strategy follows
早期混凝土由於水化反應都會產生體積變化.如果體積變形受到約束就會產生應力，一旦超過混凝土的抗拉強度就會產生裂縫.由於早期混凝土的力學性能是隨時間變化的，特別是徐變，它不僅與加載時間有關而且同時隨齡期而變化，因此計算早期混凝土結構應力是較為復雜的問題.有限單元法不僅可以考慮混凝土剛度的變化，而且可以考慮溫度、徐變、收縮等因素.本文利用初應力法對通用有限元軟體ansys進行了二次開發，通過工程實例計算了高層建築地下室側墻早期混凝土應力的變化過程，並提出了相應的抗裂措施 -
As a result, a333 strain had a 43 percent higher activity than control. however, activity raised a litter after the complex induced mutagenesin by uv and licl
產植酸酶黑麴黴菌株的誘變選育在對黑麴黴an01001進行紫外線誘變后，酶活最高的a333菌株比對照高出43 。 -
For the purpose of the architecture, sometimes depth - to - span ratio of coupling beams is very little, so coupling beams are subjected to great moment and shear, and distribution of stress and strain is very complex
由於建築構造，常有可能出現跨高比較小的洞口連梁，連梁在地震作用下會同時受到很大彎矩與剪力，其受力狀態十分復雜。 -
As the important components of physical geologic environment for rock mass, temperature field, seepage field and stress or strain field are coupled, namely coupled thermal - hydro - mechanical ( thm ) behaviour, which is highly non - linear and complex
溫度場、滲流場和變形場是巖體物理地質力學環境的重要組成部分，這三個場之間存在高度非線性的復雜耦合作用，即thm耦合作用。 -
The main research works and conclusions of this thesis are listed as follows. the dynamic analysis model of elastic mechanism system with damping alloy parts is deduced based on the relationship between stress and strain of the material, also the analysis model under viscous damping model, complex damping model, nonlinear damping model and viscous - elastic damping model is put forward using the finite element method
本文的主要研究工作及結論如下：從材料應力應變本構關系出發，導出了滯變阻尼模型、復阻尼模型、非線性阻尼模型、粘彈性阻尼模型下的有限單元分析模型，進而給出了含阻尼合金構件彈性連桿機構系統動力學模型。 -
( 6 ) the predicting of large deformation in the tunnel has been given by using of two effective measures of forecasting - geological and complex forecast method and tangential strain predicting method. the result is that the probability of large deformation in this tunnel is non - existent
（ 6 ）運用「地質綜合分析預測」 、 「切應變預測」兩種方法對雪峰山隧道的大變形問題進行了預測，預測結果表明，雪峰山隧道不會出現大變形問題。 -
A solution to make a convention between strain and data processing by the direct data from the complex in a range of elasticity and plasticity are given
摘要根據彈塑性力學全量理論及工程假設方法，給出了一種新的應力應變關系表述函數。 -
And then, according to finite element theory of reinforced concrete, the main calculating program of " nonlinear finite element ultimate analysis of reinforced concrete thin slabs with complex geometry & boundary condition " is made by using the triangle layered - assembled element of elastic thin slabs and the stress - strain relation by considering concrete as anisotropic material under effecting by two - way stress, and the concrete material model presented by darwin and pechnold, and the yield criterion of concrete presented by kupfer and gerstle
然後根據鋼筋混凝土有限元理論，以三角形分層組合式的彈性薄板彎曲單元為基礎，考慮混凝土為各向異性材料在雙向應力作用下的本構關系，採用darwin和pechnold的混凝土材料模型和kupfer與gerstle等人研究的混凝土破壞準則，編制了「復雜幾何形狀和邊界條件鋼筋混凝土薄板非線性有限元極限分析程序」中的核心計算程序。
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