短肢 的英文怎麼說

中文拼音 [duǎnzhī]
短肢 英文
acromicria
  • 短 : Ⅰ形容詞（空間、時間兩端之間的距離小） short; brief Ⅱ動詞（缺少; 欠） lack; owe Ⅲ名詞1 （缺點） we...
  • 肢 : 名詞（人的胳膊、腿; 某些動物的腿） limb
  1. It is an intergradation structure style between erose - section - column frame and conventional shear wall structure

    短肢墻結構的特點是： （ 1 ）結構形式符合建築功能需要。
  2. The main achievements of the dissertation are listed as following. 1 the definition of slw is given to clarify some misunderstanding on the new structure style. the typical experiment results on parallel structure forms, such as erose - section - column frame and conventional shear wall are compared in the point of view of energy dissipating property

    引入短肢墻定義，闡述了短肢墻結構體系是高層住宅合理的結構形式，詳細列出有代表性的異形柱、普通剪力墻結構（或構件）在低周反復試驗中的滯回曲線等主要抗震性能，以作為短肢墻結構體系歸屬定位的依據。
  3. Study on the strain and internal force distribution of short - limbed wall

    短肢剪力墻內力分佈規律的研究
  4. Structural design of short shear wall in xinchao second term

    新潮二期短肢剪力墻結構設計
  5. As a new structure system, the short - leg walls system has the characters of both frame - structure and shear - wall structure, but it also has some new characters of its own

    短肢剪力墻結構體系作為一種新型的高層結構體系，其在結構性能方面既具有框架和剪力墻結構的雙重特點，又有區別于框架和剪力墻的許多新特點。
  6. Space stiffness matrix of t - shape, l - shape and - shape short - leg shear wall is derived by virtual work principle and variational principle

    利用虛功原理和變分原理分別推導了t形、 l形和一字形截面的短肢剪力墻空間單元剛度矩陣。
  7. From the point of view of load bearing capacity and energy dissipating, with rdw being 6. 5, the specimens behavior best. 4 all the failure modes are interpreted in the view of structure mechanism

    從試體破壞形態，極限承載力以及耗能能力來看，肢厚比等於6 . 5的2個短肢墻結構整體性性能較好。
  8. No matter with or without flange, the longitudinal strain in limbs roughly coincides with bernoulli ' s principle. 5 based on strain distribution status found in experiments, the internal force evaluation approaches are suggested. then, the structural behaviors are investigated in detail, and the concepts of pl and leffr are introduced

    從墻肢應變分佈研究入手，建立了截面內力計算模型，深入研究了短肢墻結構內力大小及其分佈規律，建立了土墻肢及主墻肢荷載效應負載率等基本概念。
  9. Based on strain distribution acquired in experiment, the internal force evaluation model is set up, then, the structural behavior of slw are investigated in detail. combined with the nonlinear fem results, the structure behaviors are expressed in the concepts of " principal limb " ( pl ) and " load effect bearing ratio " ( lebr ), and the function for lebr determining is put forward, which may be used in the practical section design

    本文進行了國內首例短肢墻結構體系低周反復試驗；基於試驗實測的墻肢應變分佈，擬合了墻肢截面的應變分佈規律，並進行了短肢墻結構內力大小及其分佈規律的分析，建立了墻肢荷載效應負載率的數學模型，為實際工程的截面設計創造了條件。
  10. Application of plain - plate in the structures of short leg walls

    平板殼單元及其在短肢墻結構中的應用
  11. Characteristics in short limb shear wall construction system and its application studies

    短肢剪力墻結構體系的特點及其應用研究
  12. Design and application of special - shaped column structure and short - shear walls in small high buildings

    短肢架肢剪力墻的設計與應用
  13. Experimental study on seismic behaviors of transfer floor from inclined column to framed short - leg shear wall

    框支短肢剪力墻結構中斜柱轉換結構的抗震試驗研究
  14. To give more information about the shear lag phenomena in the short leg walls, a computer program of finite element analysis is compiled

    在此基礎上，論文進一步研究了剪滯效應對短肢剪力墻工作性能的影響。
  15. Till now, the failure mode, energy dissipating property and internal force distribution status in slw structures are still unknown

    短肢墻結構的破壞形式，滯回耗能性能以及內力分佈規律等基本性狀尚不清楚。
  16. In kinematics similarity test, test simulates specimens in earthquake action. by the hysteretic curve, anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized

    並且研究了在動荷載作用下混凝土等級、截面配筋率和墻肢截面高厚比等因素對短肢剪力墻抗震性能的影響。
  17. In static test, t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades, sectional height to thickness ratio, reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section. how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result

    在擬靜力試驗中對t形和l形短肢剪力墻分別進行了四組試驗，通過對試驗結果的分析，揭示了混凝土等級、截面配筋率、軸壓比和墻肢截面高厚比等因素對短肢剪力墻承載力和變形的影響。
  18. According to the pseudo static tests on two specimens of transfer floor from inclined column to framed short - leg shear wall, which are subjected to the vertical loads and the horizontal cyclic loads, in this paper the stress distributions, final failure model of the specimens, paths of the load transfer and the mechanical behaviors of the transfer beam are studied in detail, the ductility and energy dissipation of the specimens are also specially studied

    摘要通過對兩榀框支短肢剪力墻斜柱轉換結構在豎向荷載及水平低周反復荷載共同作用下的擬靜力試驗，分析了試件的應力分佈狀態、破壞形態、荷載傳遞規律以及轉換梁的受力性能和試件的抗震性能。
  19. However, as the lizards grew ever more arboreal in habitat, the scientists projected that natural selection would begin to favor shorter limbs, which are better suited to navigating narrow branches and twigs

    但是，當這種蜥蜴逐漸養成樹棲習性時，科學家們預計自然選擇會開始傾向于短肢的品種，因為短肢更適合於攀爬狹窄的樹枝。
  20. 2 horizontal cyclic loading experiments are carried out on six specimens, which are divided into two groups : one with flanged - wall, the other without. the two groups consist of 3 specimens each, and rdws are 5, 6. 5 and 8 respectively

    進行了6個短肢墻試體低周反復試驗，包括無翼墻和有翼墻試體各一組，每組3件，肢厚比分別為5 ， 6 . 5和8 。
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