collapse mechanism 中文意思是什麼
collapse mechanism
解釋
崩塌機理-
Then the deficiencies of dfe ( dorp from end ) mechanism in a router ' s input queue are studied. after that, the thesis figure out that red ( random early detection ) active queue management mechanism can be used to prevent networks from congestion collapse
接著，文章重點分析了現有網路節點中所採用隊尾丟棄策略的不足，認為只有採用隨機早期探測（ randomearlydetection : red ）這種動態隊列管理機制才能有效避免網路出現擁塞。 -
The decay of the external scalar - field of a black hole is studied in the third chapter, i. e., the physical mechanism of the decay of neutral scalar - field in the gravitational collapse, and the physical mechanism of the decay of charged massive scalar - field in the gravitational collapse
第三章主要研究無質量標量場在黑洞外部的衰減，即無質量中性場在引力塌縮中隨時間衰減的物理機制和無質量荷電標量場衰減的物理機制。 -
Now, they have had more clear orientation about the nature of the bilateral ties, which is the important precondition of developing sino - russian relations ; political trust between two sides, including the recognition of the strategic intentions of the other side, has experienced rapid improvement, providing the essential basis for a broader and deeper relationship ; certain principle, guideline, as well as mechanism for tackling the bilateral affairs have been built up. secondly, to resolve the long - standing border issues between two sides after the collapse of the ussr, china and russia have successfully conducted common border negotiation, demarcation and demilitarization on the bases of justice and rationality and reduced the troops along the border, thus transforming their long border into a non - militarized and open border of peace and co - operation
在肯定中俄關系的成就和中俄關系對雙邊及世界和地區具有重要意義的同時，必須看到，在目前中俄關系的發展中還存在一些影響兩國關系發展的因素，這些因素包括：中俄經貿聯系現有的水平與結構對中俄關系深入發展有一定的制約作用；國際環境的變化和國際形勢的動蕩為中俄關系的走向增加了不確定因素；中俄目前在能源、軍事等重要領域的合作既存在機遇也面臨巨大挑戰；中俄（蘇）三百年關系史中遺留下來的一些消極因素和中俄關系發展中不斷涌現的一些現實問題對中俄關系的俗康發展產生著負面影響。 -
Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account
依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木結構中的典型構造如：柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究： （一）通過木柱石礎靜摩擦試驗，測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律； （二）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； （三）通過柱架低周反復荷載試驗，測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數； （四）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，斗?抗側移剛度，斗?恢復力特性及滯回曲線，斗?抗壓極限承載力及受力變形規律； （五）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，地震反應振形、阻尼特性及阻尼比；按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。 -
After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force
在綜合研究危巖上的各種作用之後，本文提出了危巖的形成和破壞機理：硬質巖體中構造裂隙、卸荷裂隙、及各種軟弱夾層，結構面的的存在是危巖形成的地質基礎；地應力卸荷、風化、流水侵蝕、植物根劈是危巖發育的主要作用；重力、水壓力、地震力是危巖崩塌的主要荷載。 -
Hot electron tunneling mechanism of current collapse in gan hfet
溝道熱電子隧穿電流崩塌模型 -
The method applied two elements to analyze the collapse mechanism and hysteretic behavior of eccentrically braced steel frames under cyclic load in structure at first time
在整體結構中採用兩種單元較精確的分析偏心支撐鋼框架的滯洄性能及破壞機理的方法，在國內外均屬首次。 -
This p aper aim at the project application, study on collapse mechanism and design criteria of eccentrically braced steel frames under cyclic load
本文以工程應用為目的，研究和探索了各種典型的偏心支撐鋼框架在循環荷載作用下的滯洄性能和破壞機理，並提出了抗震設計對策和建議。 -
Study on mechanism of decreasing wood collapse by pre - freezing
預凍處理減少木材皺縮的研究 -
The mechanism of collapse of reinforced concrete structure is discussed. it is believed the collapse of reinforced concrete framework is a process in which the structure undergoes damage and the damage accumulate ceaselessly. so through the study of damage accumulation of framework element and whole structure in earthquake can learn its collapsing process
本文對鋼筋混凝土結構地震倒塌機制的問題進行了論述，認為鋼筋混凝土框架結構的倒塌破壞過程是一個結構發生損傷並不斷積累演化的過程，因此通過研究框架構件和整體結構在地震力作用下的損傷積累來揭示其倒塌破壞的過程。 -
This article deduced the calculation method of column hinge sway in framework structure by analyzing plastic sway of the column hinge sway mechanism ? the most dangerous collapse model in the framework structure with the virtual principle of plastic analysis, and calculated two framework structures and the results is almost the same as those calculated by method of plastic analysis
通過對框架結構最危險的倒塌模型? ?柱鉸形側移機構，對薄弱層的塑性變形通過塑性分析的虛功原理推求框架結構柱鉸形側移的計算方法，應用此計算方法對大連市兩棟框架結構進行計算，其結果與彈塑性時程分析法結果基本相符。 -
Study on formation mechanism of karst collapse by seepage pressure - karst collapse in zaozhuang city, shandong province as an example
以山東省棗莊市巖溶塌陷為例 -
This paper discussed the collapse patterns of reinforced frame structures and its mechanism first, and then analyzed the movement stability of construction applying the theory of controlling blasting and dynamic ; after that the lose - stability condition of reinforced frame structures during blasting demolition was studied, a mechanical model of blasting demolition of reinforced frame structure was established ; at last this paper applied abaqus analysis software to reinforced frame structures taking lose - stability as the initial condition
本文首先討論了框架結構建（構）築物的倒塌模式並分析了建（構）築物的倒塌機理，又運用控制爆破原理和動力學理論進行了結構體運動穩定性分析，研究了框架結構建（構）築物爆破拆除的失穩條件，建立了框架結構建（構）築物倒塌的力學模型;並以結構失穩條件為初始條件，運用abaqus軟體對框架結構建（構）築物爆破拆除倒塌過程進行了數值模擬分析。 -
So, the analysis about response and collapse mechanism of ebfs under seismic loading are not only significant in theoretical aspect, but also important in practice
因此，分析偏心支撐框架在地震作用下的響應以及提出改善耗能梁段的建議，不僅具有理論意義，而且具有很大的應用價值。 -
A new nonlinear finite element model which applies subsystem connect beams element and space degenerate shell element to analyze eccentric braced structural energy - dissipation and links collapse mechanism is presented in this paper
本文提出了應用子結構法聯合梁單元與空間退化曲殼單元分析偏心支撐鋼框架耗能性能及耗能梁段破壞機理的非線性有限元分析模型。 -
In order to comprehensively and systematically study the mechanism of ground collapse, in this paper, from underground mining, dewatering, precipitation, moving groundwater and blasting vibration, the causes of ground collapse have been analyzed
為了全面系統地研究地表塌陷的形成機理，從地下開采、降水疏干、大氣降水、地下動水和爆破震動等幾個方面分析了引起地表塌陷的原因。 -
On the basis of the test result of a section of jing - xiang freeway ' s swelling soil examination, the paper analyses the mechanical mechanism of swelling soil side slope ' s collapse and establishes the geometry shape of swelling soil subgrade ' s collapse. on the other hand, the paper applies this result to analyses and calculates the stability of swelling soil ' s subgrade
本文以襄荊高速公路膨脹土試驗路段的試驗結果為基礎，分析了膨脹土路段邊坡滑塌的力學機理，建立並驗證了膨脹土路基邊坡滑塌的幾何形態，將其應用於膨脹土路基邊坡的穩定性分析計算中。 -
And now, we use the reliability assessment standard to grade the buildings, and based on it, collapse mechanism method, fuzziness ensemble judge method come into use
發展到今天，多通過可靠性鑒定標準對建築物進行可靠性鑒定評級，在此基礎上發展起來的有破損機構法、模糊性綜合評判等方法。 -
It is complex nonlinear mechanism process. now the collapse mechanism of structure has not been clear, which has been a key project for earthquake researcher and civil engineer worker
至今人們對結構在地震力作用下的倒塌破壞機理都不是很清楚，這歷來一直是地震工作者和土木工作者研究的重要課題。 -
So the analyses of response and collapse mechanism of beam - to - column connections with cantilever beam s plicing under seismic load is not only significant from theoretical aspect, but also important in practice
因此，對這種連接形式在循環荷載作用下的響應和破壞機理進行試驗和理論分析，提出抗震設計建議和對策，不僅具有重要的理論意義，更有重大的工程價值。
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