安定性理论的英文
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"安定性理论"怎么读用"安定性理论"造句
英文翻译手机版
- stability theory
- "安定性"英文翻译 stability; resistivity
- "理论"英文翻译 theory
- "文定性理论" 英文翻译 : theory of stability
- "稳定性理论" 英文翻译 : theory of stability
- "常微定性理论" 英文翻译 : qualitative theory of ode
- "聊稳定性理论" 英文翻译 : stability theory of flow
- "大系统稳定性理论" 英文翻译 : stability theory of large-scale systems; stabilitytheoryoflarge-scalesystems
- "流动稳定性理论" 英文翻译 : flow stability theory
- "气体稳定性理论" 英文翻译 : flow-stability theory
- "数学稳定性理论" 英文翻译 : mathematical stability theory
- "常微分方程定性理论" 英文翻译 : qualitative theory of ordinary differential equation
- "常微分方程稳定性理论" 英文翻译 : often differential equation stability theories
- "微分方程稳定性理论" 英文翻译 : stability theories of differential equation
- "安定性" 英文翻译 : stability; resistivity
- "稳定性,安定性" 英文翻译 : stability
- "变性理论" 英文翻译 : denaturation theroy
- "遍历性理论" 英文翻译 : ergodic theory
- "弹塑性理论" 英文翻译 : elastoplastic theory
- "弹性理论" 英文翻译 : elastic theory; elasticity theory; elasticity,theory of; elaxtic theory; theory of elasticity
- "多形性理论" 英文翻译 : doctrine of pleomorphism
- "范性理论" 英文翻译 : theory plasticity
- "非线性理论" 英文翻译 : nonlinear theory
- "复杂性理论" 英文翻译 : komplexitaetstheorie complexity theory
- "刚塑性理论" 英文翻译 : rigid plastic theory
- "个性理论" 英文翻译 : individuality theory; personality theory
例句与用法
- Shakedown analysis theory with non - associated flow rules and its application in soil mechanics
非关联流动的安定性理论及在土力学中的应用 - In this paper , the numerical techniques and computational methods for limit analyses and shakedown analyses of soil structures and foundations are systematically investigated and then are employed to the assessment of the safety of the non - homogeneous foundations and the offshore platform foundations . in this dissertation , the computational method which combines elasto - plastic analysis with melan ' s theorem is developed and then applied to evaluate limit load and shakedown load of soil structures . elasto - plastic analyses are performed to obtain elasto - plastic stress field and elastic stress field
在岩土工程领域,饱和粘土的安定现象与饱和砂土的液化早已为人所知,但是安定性理论及其分析在工程实际中并没用受到足够的重视,在这方面的探索研究也极为有限,这与土体稳定性评价中广泛应用极限分析方法极不协调,而在海洋平台地基等实际工程中安定性问题又显得十分重要。
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