deformation computation 中文意思是什麼
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Theoretical computation of the barometric pressure effects on deformation, gravity and tilt
重力和傾斜觀測影響的理論計算 -
The content of this thesis, through the deformation destruction process of th e typical nanlidu landslide along the national highway 318, uses the finite unit a nalysis of computation, revealing the elastic, plastic stress and displacement of each joint inside the slide area pointing out the distribution range of the tension stress and the plastic deformation range, computering the stability safety factor of the slide area, gaining the fixed quantity, quota that evaluates the stability of the slide area, revealing the position of the slide area which is most likely to los e its stability, thus, it can provide theoretic proof for the programs which renova te landslides
本文的研究內容是通過318國道南里渡典型滑坡的變形破壞過程，採用有限元計算分析，揭示滑體內部每個節點上的彈、塑性應力及位移，找出拉應力分佈區和塑性變形區，計算滑體穩定安全系數，得出衡量滑體穩定的定量指標，揭示滑體最可能失穩的部位，從而為滑坡整治方案提供理論依據。 -
Study on dynamic mechanism of rotary kiln consists of three aspects mainly i. e. temperature field, computation of supporting force, stress and deformation of structures, these are the decisive factors of the operation of rotary kiln
摘要回轉窯力學機理的研究主要集中在溫度場、支承力計算、構件的應力及變形三個方面，它們是回轉窯運行狀態好壞的決定因素。 -
It is revealed that the computation value in theory is greatly different from the monitoring one, by analyzing a group of practical monitoring data of deep soil deformation
通過對某實測工程地基分層沉降監測數據的研究，發現理論計算值與實測值有較大差距。 -
The computation results show that the deformation of the dam appears in evident increment and the creep has an obvious influence on the deformation and stress of the face slab
結果表明，考慮堆石流變后的壩體沉降有明顯的增加，對面板的應力變形狀態有較大影響。 -
Based on the test data of air chamber pushrod force - stroke, a computation model a bout air chamber pushrod force - stroke was established, and calculation formula of actuation deformation characteristics of the drum brake was proposed according to test data
摘要以制動氣室推出力行程試驗數據為基礎，建立了氣室推桿力與行程的計算模型，根據試驗數據提出了鼓式制動器的促動變形特性的計算公式，用試驗方法解決了制動器推桿總行程過大的生產實際問題。 -
Based on the results, the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed
在此基礎上提出了正常固結土次固結沉降量隨固結壓力變化的計算方法。 -
Based on the gathered data, especially displacement data, statistically analyzing and feed back according to various empirical methods, theoretical norm and fem computation are conducted so as to grasp the rules of deformation and stress of ground and structure, assess the stability of ground and structure as well as determine reasonable support time and parameters, ultimately achieve safety without compromised safety
根據獲取的量測信息，尤其是位移信息進行統計分析，依照各種經驗方法和極限應變準則，以及有限元計算綜合進行反饋，把握重疊隧道採用先上後下多臺階開挖工法時圍巖和隧道結構的變形和受力規律，確認圍巖和隧道結構的穩定性，確定合理的支護時機和支護參數，保證施工安全的基礎上追求經濟性。 -
The computation results show that after reinforcing the soft and weak floor, the deformation of the surrounding rock of sides gets smaller, especially, that in the lower part of the sides decreases to a larger extent ; the size of plastic zones and the scope of strength - softening region in surrounding rock of sides become smaller ; the area that has an increase in the maximal principal stress in surrounding rock of sides shrinks, and the zones of peak - value of maximal principal stress approach the periphery of roadway
計算結果表明，加固軟弱底板後巷道兩幫圍巖變形量減小，尤其是巷道兩幫下部圍巖變形量減小幅度較大，兩幫圍巖塑性區范圍和軟化區范圍縮小，兩幫圍巖主應力升高區范圍縮小，主應力峰值區域更加靠近巷道周邊。 -
By studying the strength behavior to these rocks, their shear strength ranges were given in different engineering environmental conditions. based on a series of triaxial tests on the soft clayey rocks, parameters of the constitutive model are provided, which are necessary in numerical analysis and engineering computation. according to the results in this study, mechanism of deformation and failure of soft clayey rocks was explored, and the data on their physical and mechanical properties were collected in guangdong
結合現代土力學原理，系統分析了風化泥質軟巖的結構特徵，膨脹特性；探討風化泥質軟巖的強度特性，給出了風化泥質軟巖不同工程環境條件下的抗剪強度取值范圍；在三軸排水剪試驗成果基礎上，提供了工程數值分析和計算所需本構模型參數，揭示了風化泥質軟巖的變形破壞機理，建立廣東風化泥質軟巖的物理力學性質特徵資料，為工程決策提供參考。 -
In performance - based seismic design, the quantitative parameter of structural earthquake response can be gained according to the deformation - based or energy - based computation method. the computation of deformation or energy must be based on the nonlinear time - history analysis of structure
在基於性能的抗震設計中，結構地震反應的定量參數或指標可通過基於變形或基於能量的具體計算方法來實現。變形或能量的計算必須以結構的彈塑性性能分析為基礎。 -
In the end, the steel - reinforced concrete arched bridge ( chun ' an weiping bridge ), which span is 198m, is analyzed by the proposed three - dimensional nonlinear finite element method and also those gained conclusions are directly adopted in the computation. the universal stability coefficient and nonlinear buckling stability coefficient of the bridge are respectively computed, in which the dead load and the live load are assembled according to the criterion. on the other side, the regularities of creep deformation and subsidiary stress of the investigated bridge under the first - stage dead load are carefully researched
最後，將本文所提出的三維非線性分析方法及其主要研究成果直接應用於198m跨勁型骨架式鋼管混凝土拱橋「淳安威坪大橋」的分析計算中，對該橋在最不利恆載和活載組合下的一般特徵值失穩系數和非線性屈曲系數進行了對比研究，並對一期恆載長期作用下該橋的徐變變形、附加應力以及截面應力、應變重分佈規律分別進行了深入研究。 -
Results of the computation along the whole span of src beam showed that the values of mid - span moment, strain and deformation are maximum, while the mid - span slip value is minimum
給出徐變函數數學模型，應用鉆彈性理論，建立鋼骨混凝土梁徐變效應分析模型，研製鋼骨混凝土梁徐變效應分析計算程序，研究了鋼骨混凝土簡支梁在徐變效應影響下的承載能力、應變變化、變形性能及交接面滑移等性能。 -
The mode of the seepage deformation evolution is illuminated by means of theoretical analysis and numerical computation
測試得到隨著滲透變形的發展，堤基內部水頭的變化、流量變化以及預留出口出砂面積的變化情況。 -
The deformation analysis was made to a 12 storey reinforcement concrete structure, building in site condition ii, earthquake fortification level 8, by a program idarc - 2d which is put forward by the state university of new york at buffalo. the strong ground motion records obtained from pacific earthquake engineering research ( peer ) stiong ground motion database. thirty - eight waves were selected from the database by sorting the site condition and peak ground acceleration a comparison was made to the thirty - eight records " response spectra and the design response spectrum. thirteen waves were selected to the deformation analysis, el - centro wave and taft wave were added as a comparison. the result of computation shows that the selected waves damaged the structure severely than the el - centro wave and taft wave
利用idarc - 2d對一建於8度類場地上的12層鋼筋混凝土框架結構進行了大震下的變形驗算。強震記錄取自加州國家地震中心強震數據庫，按場地類別和峰值加速度對數據進行分類處理，從中選出38條波進行反應譜的擬合。最終選定擬合較好的13條波進行本次試算，作為比較加入了常用的el - centro波和taft波。 -
To author ' s knowledge, it can remedy the fact that the bezier - shaped displacement reference curves are laid in local hulls in one hand, so that the deformation region can be further and larger ; on other hand, it makes the computation and quality more robust and better
這一方面彌補了受b zier曲線在一個局部凸包內的約束，使得網格頂點可變形的范圍更大，另一方面使得計算更穩定、變形后的曲面質量更好。 -
Deformation analysis and simplifying computation of concrete - filled steel tube under lateral impact load
鋼管混凝土側向沖擊荷載下的變形分析及簡化計算 -
5 ) based on test results and going by ultimate balance theory, the paper drew anti - shear formula of the wall under eccentric loads, and discussed the main factors which influenced its anti - shear bearing capacity. 6 ) based on plain section assumption, the paper studied the normal section bearing capacity of the wall. stress, strain and deformation computation was combined to establish bearing capacity formulas for the normal section under moment, unaxial loads and axial loads respectively
6 ）以應變平截面假定為基礎，對密肋復合墻體正截面極限承載力進行研究，即將墻體從初始受荷到正截面極限狀態的各階段的應力、內力及變形計算貫通起來，建立了墻體正截面壓彎、拉彎承載力實用計算公式和軸心承載力計算公式。 -
Compared with elastic structural analysis, more time is used to analyze the plastic deformation structure. so, the real - time computation of plastic structure is more important than that of elastic structure
與彈性結構分析相比，對發生塑性變形結構的分析需要更多的計算時間，因此塑性結構的實時計算更為重要。
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