structural skeleton 中文意思是什麼

structural skeleton 解釋
結構骨架
  • structural : adj. 構造上的,結構上的,組織上的。adv. -ly
  • skeleton : n 1 骨骼,骷髏;(房屋、傘、扇子等的)骨架;殘骸;(葉子的)脈絡;筋。2 骨瘦如柴的人[動物]。 3 梗...
  1. Microdeformation mechanism of structural clays and elasto - viscoplastic damage model abstract on the basis of the investigation of the structure of natural sedimentation clays and the simulation of the deformation and rheology of soil particle skeleton under the internal molecule attractive force and electric charge repulsion and the exterior load, a elasto - viscoplastic damage model is constructed in which the soil structure is considered to be gradually damaged in the course of loading, and the effectiveness of the model is verified by the results of laboratory tests and field tests

    本文調查了天然粘土中存在的結構性,應用大變形有限元法模擬了土顆粒骨架在內部分子吸力和電荷斥力以及外部荷載作用下的變形和蠕變機理,在此基礎上建立了考慮天然粘土變形過程中結構性不斷受損的彈粘塑損傷模型,並進行了室內和現場試驗,論證了模型的有效性。
  2. The research indicate that the structured soft clay has below several characteristic, the viscous strain is produced during the stage of primary consolidation and of second consolidation, and in the prophase, the relation of stress - strain - strain rate is unique, so the form of constitutive model, such as, f ( v ', e ) = 0, f ( ' v, e, t ) = 0, ca n ' t describe strain behavior of soil skeleton rationally ; the time - dependent properties involve three aspects, in addition the time - dependent strain, apparent preconsolidation pressures that depend on strain rate, and the effect of creep compression on apparent preconsolidation pressures ; because of holding structural strength, the mechanics characteristic is determined by the magnitude of stress, and the compression curve is composed of several sections. by combining structural yield stress and it ' s characteristics with the improved time line model, a new one - dimensional elastic visco - plastic consolidation model is established

    研究結果表明,結構性土的固結過程具有以下特性:主固結和次固結階段都包含有因土骨架的粘滯性移動而產生的變形,而且在正常固結階段,存在應力?應變?應變速率的唯一性, f ( _ v , e ) = 0 、 f ( _ v , e , t ) = 0形式的本構關系不足以描述土骨架的變形行為;固結壓縮過程中的時間效應包括三個方面的內容,除了應力應變關系與時間相關外,還包括粘滯性變形引起表觀前期固結壓力增加和屈服應力的應變速率效應;軟土的結構性使其力學特性與應力水平相關,壓縮曲線具有分段性。
  3. Then, the deformation of soil particle skeleton under the physical chemistry of electrical double ] ayer and exterior load are simulated, indicating the micro - mechanism of deformation, failure and creep for structural soil. because conventional constitute models are constructed according to reconstituted clays, not considering the structure in natural clays and structure damage course during loading, a elasto - viscoplastic damage model and the parameter determining method are put forward

    針對過去用重塑土試驗建立的本構模型,沒能考慮天然土體中存在的結構性,沒有描述結構性土從天然原狀到加荷破壞的這一過程,建立了一個描述結構性土的彈粘塑損傷模型和參數確定方法。
  4. End analysis of the impact of urban and economic factors, will lead to the superstructure of the analysis of cultural factors, through cultural factors and the impact of urban residents to the skeleton article gradually evolve went to the cultural factors extension has discussed education in the primary and secondary effects of urban residents, value systems change personality development and the relationship between urban residents and to make this article a complete exposition of the process completed, the final against china and the development status of urban residents and issues arising from the proposed solutions, introduced a dynamic structural model.

    分析完對中小城市居民產生影響的經濟因素后,馬上引出對上層建築中的文化因素的分析,通過文化因素對中小城市居民的影響使這篇文章的骨架逐漸展現出來,緊接著對文化因素進行了延伸,先後論述了教育對中小城市居民的影響,價值觀體系的轉變,個性發展和中小城市居民的關系,使這一篇文章完成了一個完整的論述過程,最後針對中國中小城市居民思想狀態發展的現狀所產生的問題提出了解決的辦法,提出了一個動態結構模型。
  5. According to unified theory and hysteretic model based on section, the hysteretic models of steel beam, reinforced concrete beam and concrete filled steel tubular ( cfst ) structure column were chosen respectively, then the nonlinear structural analysis program called idarc is employed to determine the skeleton curve of the concrete filled steel tubular frame structure

    摘要以鋼管混凝土統一理論為基礎,從截面層次的恢復力模型出發,鋼管混凝土柱構件選用三線型彎矩曲率滯回模型;鋼梁採用雙線型彎矩轉角滯回模型;鋼筋混凝土梁選用三線型彎矩轉角滯回模型。
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