非理想彈性體 的英文怎麼說
中文拼音 [fēilǐxiǎngdànxìngtǐ]
非理想彈性體
英文
nonideal elastic body- 非 : Ⅰ名詞1 （錯誤） mistake; wrong; errors 2 （指非洲） short for africa 3 （姓氏） a surname Ⅱ動詞1 ...
- 理 : Ⅰ名詞1 （物質組織的條紋） texture; grain （in wood skin etc ） 2 （道理;事理） reason; logic; tru...
- 想 : 動詞1 （思索） think; ponder 2 （推測; 認為） suppose; reckon; consider; think 3 （希望; 打算） w...
- 彈 : 彈名詞1. （彈子; 小球形的東西） ball; pellet 2. （內裝爆炸物, 具有破壞和殺傷能力的東西） bullet; bomb
- 性 : Ⅰ名詞1 （性格） nature; character; disposition 2 （性能; 性質） property; quality 3 （性別） sex ...
- 體 : 體構詞成分。
- 理想 : ideal
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Based on biphasic porous medium model of articular cartilage, this thesis regards the solid phase as isotropic linear elastic medium, the fluid phase as ideal fluid, the deformation as small, and the permeability depending on the volume strain of solid phase, and deduce out the finite element method for this nonlinear model
本文針對關節軟骨兩相多孔介質模型，視固體相為各向同性線彈性介質，流體相為理想流體，變形為小變形，滲透率與固體相體積應變相關，研究該非線性模型的有限元法。The construction and planning of modern university campus should embody the sustainable principles, and abide by the strategies of open planning. campus planning is dynamic and its methods should be flexible properly to predict university development in the future scientifically, thus reflecting the idea of sustainable development. besides, the organizational process and designing achievements should open to society, thus catering to the needs of the open and dynamic society
強調校園規劃是一動態的發展過程，而非最終形態，其規劃手段也應具有容納對當代大學校園未來發展的適度的空間與彈性，體現高校建設的可持續發展思想；同時構築一種外向型開放式的辦學模式，使校園規劃的組織過程及設計成果均走向開放，讓使用者獲得最大的使用空間，並使校園生活的具體需求同規劃中的理想模式有機聯系起來，形成一種當代高校建築形態與社會生活的開放式的動態適應關系。I. e., the effect of linear and nonlinear analysis, the gradient of pile, the length of pile stick - up, and the horizontal force on the stability of pile stick - up were studied in details. 2. based on the difference of deformation and failure mechanism for pile side soil and pile toe soil, soil mechanics theory, and results of laboratory experiments and field tests, hyperbolic model and ideal elastic - plastic model were proposed to describe the behavior of the soil adjacent to the pile shaft and the soil at the pile toe, respectively
2 .根據土的非線性和非彈性特性以及室內與現場試驗結果，而且基於樁側土體與樁端土體在豎向荷載作用情況下的變形和破壞機理不同，提出應採用不同土體模型分別模擬樁側、樁端土體在打樁過程中所發揮的靜阻力，即：建立了樁側土體雙曲線模型，並推導了樁端土體理想彈塑性模型。
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