限分析 的英文怎麼說
中文拼音 [xiànfēnxī]
限分析
英文
limit analysis-
Based on the analysis of mechanism for joint region, the " frame - wall " and " aslope compression stub column " mechanical models and yielding patterns of core zone of the joints are set up. the shear load - carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. and then, the comparisons between the formulas given in this paper and that of chinese design code ( draft ) and nonlinear fem as well are presented
對節點核心區的抗剪，通過受力機理的分析，建立了鋼「框架剪力墻」加混凝土「斜壓短受力體系及其屈服機制，根據塑性極限分析，給出了節點核心區抗剪承載力計算的迭加公式， 《規程》公式和非線性有限元近似模擬分析結果進行了比較。Simultaneously, combine with his own work experience, the author gets an advanced detail and general design steps. and then illustrates an actual engineering which is designed with the article ’ s recommendatory method and steps. by combining with the test results, it is proved that the ground treatment result obtains the design requirement and the commendatory method is right, which is able to provide reference value to the engineering
本文首先對加筋土的研究現狀做了詳細的介紹和分析，在此基礎之上，對加筋土地基設計方法做了一定的研究，對地基承載力力設計方法做了對比分析，選擇極限分析法作為本文的推薦方法，並結合作者自身的工作經驗，提出了加筋土地基詳細和全面的設計步驟，然後用一個加筋土地基實際工程為例，採用本文推薦的設計方法和步驟進行設計，並通過現場試驗結果，證明該地基處理達到設計要求，也證明了推薦方法計算的準確性，這對廣大工程師在實際工程操作中有較高的參考價值。Elastic compensation method of limit analysis applications
極限分析的彈性補償法及其應用Limit analysis and shakedown analysis of ultimate bearing capacity of offshore platform foundations
海洋平臺地基的極限分析與安定性分析The shakedown conditions of contact surface layer based on kinematic - hardening model was given
提出了接觸體安定性下限分析的線性規劃法和直接疊代法。Critical height analysis for bedding rock slopes using the upper - bound method of limit analysis
層狀巖質邊坡臨界高度極限分析上限解Abstract : a dispersion test is carried out in field in order to get the dispersion parameters of the shallow aquifer. fem model is used to simulate the dispersion process in the test area
文摘:通過現場彌散試驗測定淺層含水層的水動力彌散參數，用有限分析法模型模擬彌散試驗場，為建立濱州市淺層地下水溶質運移模型提供依據。Analysis on the limitations for finance supporting agricultural products processing industry development in luohe city
漯河市金融支持農產品加工業發展的局限分析Nonlinear plasticity limit analysis upper bound method of gangue hill stability
矸石山穩定性非線性極限分析上限法3d limit analysis of stability of high slope at intake of huge hydropower station
水電站進水口高邊坡穩定性三維極限分析In this thesis, we improve viterbi beam search algorithm from tow aspects. on the one side, we present a new adaptive viterbi beam search algorithm referred to as adaptive viterbi beam search algorithm based on variation of active model numbers
一方面，使用自適應的裁剪門限代替固定不變的裁剪門限，分析了現有自適應viterbibeam搜索演算法的局限性，提出了基於活動模型數變化的自適應viterbibeam搜索演算法。Fem analysis of associated and non - associated flow rules in theory of slip line field
滑移線場理論中不同流動法則的極限分析有限元解A model is erected for fs with logarithmic spiral sliding surface which can simulate the genuine sliding surface better than others, then the express of fs is deduced based on the upper bound theorem of limit analisis
採用對實際滑裂面模擬較好的對數螺旋曲線滑裂面，建立了整體穩定安全系數f _ c的模型，從極限分析中的上限理論推導了整體穩定安全系數f _ c的表達式。The calculation of isotropic soil seepage by finite analytic 5 - point scheme in irregular domain
採用非規則區域有限分析5點格式計算均質滲流Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel
應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結果相一致的結構倒塌破壞模式，然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式，從所求的權限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。Based on the method of limitation analysis of soil plasticity, researching from the soil arching mechanism of soil - nailing retaining, the upper limit of the critical height of soil - nailing slopes and the minimum horizontal length from coping of the potential slide surface to the edge of deep excavation are obtained through the analysis to weight of soil and vertical loading and the mechanism of soil and soli - nailing acting reciprocally
摘要基於土的塑性極限分析方法，以均質土坡為例，從土釘支護結構的準粘聚力理論出發，綜合考慮土體自重、坡頂的條形荷載，以及土釘與土體的相互作用的機理，推導出了土釘支護的臨界高度的上限值和潛在螺旋曲線滑動面在坡頂方向距基坑邊沿的最小水平距離解析表達式，可供基抗支護設計參考。Then an integrated application program including some functional modules such as residual strength analysis, crack growth analysis, principle structure elements database management, material properties database management etc, with friendly interfaces and favorable windows styles, is developed by using these classes. finally all of the typical structures described in the " damage tolerance design handbook " have been analyzed
在此基礎上研製了具有友好界面和良好windows風格的損傷容限分析與評定應用程序，並完成了《設計手冊》中給定的全部典型開裂結構的實例化，實現了對這些結構的裂紋擴展分析和剩餘強度分析。The work of this thesis has shown that the object - oriented damage tolerance program does require much less time and is indeed more suitable than procedure - oriented programming in damage tolerance analysis of engineering structures. furthermore, the damage tolerance analysis classes have excellent ability in hierarchy and extension, so they are great valuable in engineering and will be used more widely in the future
本文工作表明，採用面向對象技術所建立的損傷容限分析類庫具有良好的繼承性和可擴充性，不僅可以使軟體性能和適用性得到顯著提高，而且還可以大大縮短軟體開發周期，在工程上具有良好的應用價值和應用前景。For the fine solution of this problem, the author has made an attempt to introduce the object - oriented technique to damage tolerance analysis. a set of basic and auxiliary classes, based upon some important concepts of object - oriented technique, which can be directly used for the development of programs of damage tolerance analysis has been designed and implemented by c + + language
為此，本文將面向對象的程序設計方法引入到損傷容限分析中，運用面向對象觀點對損傷容限分析方法和數據需求作了全面分析，設計了一套損傷容限分析的基本類庫和輔助類庫，建立了損傷容限分析的對象模型，並採用c + +語言進行了實現。Limit analysis of ring slab with simple inside and fixed outside support
外支座為固支的環板的極限分析分享友人