coupling failure 中文意思是什麼
coupling failure
解釋
連接破環-
It is a rather well - known fact that bank - slope deformation and failure result from the coupling of earth ' s endogenic and exogenic geological processes, in which different dynamic - force factor has a different correlation to the evolution of bank - slope
摘要河谷岸坡的變形與破壞是地球內外動力耦合作用的結果，並且每一種動力地質作用對于岸坡變形失穩的貢獻程度不同，造成岸坡變形破壞頻率和規模的空間差異。 -
Failure criterion of strain energy density and catastrophe theory analysis of rock subjected to static - dynamic coupling loading
動靜組合加載下巖石破壞的應變能密度準則及突變理論分析 -
It is coupling action between seepage and stress makes the failure mechanism of rock very complex. the investigations on this problem have pervasive theoretical meaning and practical value
滲流與應力耦合作用使得巖石的破裂機制十分復雜，這一問題的研究具有更普遍的理論意義和更接近實際的應用價值。 -
The failure of the spindle half - coupling on the bloomer has been analysed by many methods, such as chemical analysis, mechanical property analysis and metallographic analysis
摘要利用化學分析、力學性能分析及金相分析等手段，對初軋機接軸半聯軸節失效原因進行了分析。 -
In order to study the influence of evolvement of permeation character induced by mesoscopic structural characteristics on macroscopic mechanical behavior and fracture mechanism, a nonlinear constitutive equations describing the relationship between damage of rock and seepage is proposed based on mesoscopic damage mechanics and biot seepage mechanics theory and coupling system of flow & solid in rock failure process analysis, f - rfpa2d, is developed to simulate the variation of permeability as well as coupling mechanism between seepage and stress during the initiation, propagation and coalescence of cracks in rock. this study also extends the research field of original rfpa2d
為了分析細觀結構特性變化引起滲透性演化對宏觀力學行為的影響，並進行滲流應力耦合作用下巖石破裂機制的研究，本文基於細觀損傷力學和biot經典滲流力學，建立了巖體損傷非線性本構方程和滲透率關系模型，開發出巖石破裂過程滲流-應力耦合分析系統（ couplingsystemofflow & solidinrockfailureprocessanalysis簡稱f - rfpa2d ） ，拓寬了原有程序rfpa2d的研究領域。 -
Coupling beams " failure mode, shear distortion, ductility and energy dissipation were impacted by different shear - compression ratio from 0. 15 to 0. 20
是一種值得推薦的抗震聯肢墻小跨高比洞口連梁的配筋形式。 -
In order to predict the antipunching shear bearing capacity of the frame column underpin system, the stress mechanism of underpin system and the influences of different coupling construction of underpinning interface and the bar of underpinning beam on the antipunching shear bearing capacity and failure form of frame column underpin system were studied experimentally
摘要為了能夠準確進行框架柱托換體系抗沖剪承載力的預計，通過試驗研究了托換體系的受力機理以及托換界面不同的連接構造、托換梁配筋勸框架柱抗沖剪承載力和破壞形態的影響。 -
Coupling beams between openings are the main plastic energy dissipation elements of coupled walls, but whether short coupling beams could ensure that shear failure would n ' t take place before coupling beams have reached certain displacement ductility or not, is still a problem of engineering which has n ' t been solved and is one of the critical problem of the code for design of concrete structures which remains to be solved
洞口連系梁是聯肢剪力墻的主要塑性耗能構件，但跨高比較小的連梁是否能保證在達到一定的位移延性之前不出現剪切失效，仍是目前我國工程界未解決好的問題，也是我國《混凝土結構設計規范》遺留下來有待解決的關鍵問題之一。 -
In the case of seldomly occurred earthquake, the artificial vertical seams play their roles, changes the failure forms of coupling wall - column and lower structural stiffness and earthquake action
在大震作用下，人工豎縫發揮作用，改變了墻肢的破壞形態、降低了結構的剛度和地震作用。 -
Coupling analysis of fracture and damage mechanics of concrete failure
混凝土破壞的斷裂與損傷耦合分析 -
Study on model of damage and flow coupling in brittle rock failure process
脆性巖石破裂過程損傷與滲流耦合數值模型研究 -
If these kinds of coupling beams in seismic coupled walls are designed with seismic design methods of the normal frame beams, test investigation shows that they ca n ' t avoid to occur shear failure very early, so that their ductility demand ca n ' t be satisfied to the structure
試驗研究表明，在抗震聯肢墻中對這類連梁若再用常規框架梁的抗震設計方法進行設計已無法避免其過早發生剪切破壞，從而無法滿足結構對它的延性要求。 -
So far domestic and foreign researches have not yet found out an effective reinforcement arrangement scheme for convenient construction and guaranteeing the occurrence of shear failure after coupling beams attaining displacement ductility required
至今國內外仍未找到一種既方便施工，又能保證剪切失效出現在連梁達到所需的位移延性之後的有效配筋方案。 -
In this paper, there are three main purposes to be attained. firstly, enough ductility of coupling beams is needed, namely no shear failure occurs too early. secondly, the capacity of energy dissipation is satisfied on the grounds of enough stiffness
本文的主要研究目的是首先保證連梁具有足夠的延性，即保證連梁端部在達到較大彎矩之前，不過早發生剪切破壞；其次是在保證剪力墻整體強度的前提下，連梁還需具有良好的耗能性能；連梁的配筋構造不太復雜，方便施工。 -
But so far, regarding soil as porous media, using mixture theory and multi - field coupling theory, the structural characteristics and failure mechanism of rsrw have not been studied. this certainly will affect the farther development of rs theory and the extensive application of rs technology. in this dissertation, based on research findings at home and abroad on rsrw and
然而將土體視為多孔介質，利用混合物理論、多場耦合理論對加筋土擋墻的結構特性及破壞機理的研究到目前為止尚未開展，這必然會影響加筋土理論的進一步發展和加筋土技術的推廣應用。
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