部分預應力 的英文怎麼說

中文拼音 [bùfēnyùyīnglì]
部分預應力 英文
partial prestressing
  • 部 : Ⅰ名詞1 （部分; 部位） part; section; division; region 2 （部門; 機關或組織單位的名稱） unit; mini...
  • 分 : 分Ⅰ名詞1. （成分） component 2. （職責和權利的限度） what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] （料想） judge
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 部分 : （整體中的局部或個體） part; section; portion
  1. This article provides the reference for the application of partially prestressed concrete frames with unbonded tendons in earthquake area

    本文的研究為無粘結部分預應力混凝土框架在地震設防區域的應用提供參考。
  2. The low - cyclic reversed loading tests of two unbonded partially prestressed concrete frames with different ppr have been carried out. the aseismic behaviors are analyzed and compared, with emphases on failure mechanism, hysteretic property, displacement ductility, energy - dissipation capacity as well as stiffness degeneration, etc. the results show, when designed rationally, the unbonded partially prestressed concrete frames can form beam hinge energy - dissipation machine and total destroy mechanism

    通過兩榀不同預應力度的無粘結部分預應力混凝土扁梁框架結構的低周反復荷載試驗，分析研究了無粘結部分預應力混凝土扁梁框架結構的破壞形態、滯回特性、位移延性、耗能能力、承載力及剛度退化等抗震性能。
  3. Design of simply supported partial prestressed concrete beam

    部分預應力混凝土簡支梁設計
  4. Application of prestressed concrete in plate girder bridge with post - tensioning method without splice

    后張無粘結部分預應力砼在板梁橋中的應用
  5. Partially prestressed concrete structure has been widely used in the field of civil engineering. the deformation is very important for prestressed concrete members, for they are thinner than those of reinforced concret owe to the adoption of hign - intension material and developed technic of design and construction. at present, there are some formulae for deformation in the criterion of many countries. mostly there are 3 methods in use : double linearity method, method of valid inertia and curvature integral calculus method. this article will discuss the influence of material, spa, construction form, and adjust the formula for stiffness of gb50010 - 2002 to a new uniform formula for deformation

    在土木工程領域，部分預應力混凝土結構因其良好的跨越能力和經濟性而得到了廣泛的應用，並發揮了巨大的作用。由於採用了高強度材料並進一步改善了設計和施工技術，預應力混凝土構件一般比普通鋼筋混凝土構件更為細巧，因此，撓曲變形問題顯得尤為重要起來。目前，各國規范對于部分預應力混凝土構件的變形計算均有相應的公式，變形計算的關鍵是剛度的計算。
  6. According to different working performance ofjhe partially prestressed structure after cracking under the piling loads, the calculating formulae of the " complete stress " are deduced separately by means of linear - elastic or nonlinear analysis method

    根據部分預應力構件在荷載分期作用下不同的受力性能，分別用線彈性方法和非線性分析方法推導了預應力構件開裂截面全應力的計算公式。
  7. Railway applications - track ; concrete sleepers and bearers - part 2 : prestressed monoblock sleepers ; german version en 13230 - 2 : 2002

    鐵路設施.軌道.混凝土枕木和支撐架.第2部分:預應力單
  8. Predicting the crack width of partly prestressing concrete square - section beam by bp neural network

    網路預測部分預應力矩形截面梁的裂縫寬度
  9. Machines for the manufacture of constructional products from concrete and calcium - silicate - safety - part 7 : stationary and mobile equipment for long line manufacture of prestressed products

    混凝土和硅酸鹽建築產品用生產機器.安全.第7部分:預應力製品長線法生產用固定和移動設備
  10. In this thesis, it is analyzed theoretically the steel bar layout pattern, the prestress loss, the concrete stress, and the discipline of the deformation and the fracture forming of structures of the partial prestress concrete frame beams, which is widely used in modern civil engineering

    本文從理論上分析了現代建築工程中廣為採用的部分預應力混凝土框架梁的布筋方式、預應力損失、混凝土應力、結構變形和開裂規律；導出了具有一般意義的預應力錨固損失以及梁的長期撓曲變形計算公式。
  11. Admixtures for concrete, mortar and grout - part 4 : admixtures for grout for prestressing tendons ; definitions, requirements, conformity, marking and labelling ; german version en 934 - 4 : 2001

    混凝土灰漿和灌漿添加劑.第4部分:預應力鋼筋束灌漿
  12. Admixtures for concrete, mortar and grout - part 4 : admixtures for grout for prestressing tendons - definitions, requirements, conformity, marking and labelling

    混凝土砂漿和灌漿用添加劑.第4部分:預應力鋼筋束用添加劑.定義要求符合性標記和標簽
  13. Steel for the reinforcement and prestressing of concrete - test methods - part 3 : prestressing steels

    混凝土鋼筋和預應力鋼筋用鋼.試驗方法.第3部分:預應力鋼筋
  14. The development of design, research and application of the effective prestressed concrete structure, the development of the option of partially prestressed concrete and the technology of prestressed concrete with posted tendons, make the application of partially prestressed concrete structure go into a new stage

    我國高效預應力混凝土結構的設計、研究與應用獲得很大發展，部分預應力混凝土設計思想和后張預應力施工技術的推廣，使預應力混凝土結構在房屋建築中的應用開始進入一個嶄新的階段。
  15. The contents include as follows : the influencing factors of the displacement ductility factor of the unbonded partially prestressed concrete frame structures, such as stirrup reinforcement characteristic value, nominal shear span ratio, axial compression ratio, the appearing order of plastic hinges and partial prestressing ralio ( ppr ) are discussed. the formula of displacement ductility factor of the unbonded partially prestressed concrete frame structures is suggested by regression analysis. with regard to the aseismic design and the request of ductility and energy dissipation, the restriction of the flat - beam / column sectional size and aseismic reinforced design are discussed

    本文主要包括以下內容：討論了配箍特徵值、名義剪跨比、軸壓比、塑性鉸出現順序、預應力度等因素對無粘結部分預應力混凝土框架位移延性系數的影響，回歸了考慮影響因素的位移延性系數計算公式；對無粘結部分預應力混凝土扁梁框架結構，闡述了抗震設計對扁梁、柱截面尺寸的要求與限制；對滿足延性和耗能要求的無粘結部分預應力混凝土扁梁控制截面抗震配筋進行了探討；通過對無粘結部分預應力混凝土扁梁梁端的受力分析，改進了以往扁梁梁端扭矩設計值計算公式。
  16. In this thesis, precasting and erection techniques and static load test of 40m ppc box girder of wuhu yangtze river bridge are introduced systematically. also, the designation and manufacture method of a new style bridge girder erection machine is presented

    本文較為系統地介紹了蕪湖長江大橋鐵路引橋40m部分預應力混凝土箱梁的預制工藝、靜載試驗及架設工藝，同時也介紹了一種新型架橋機的研製。
  17. Research on the length of plastic hinge of partially prestressed beams

    部分預應力混凝土梁塑性鉸區長度的研究
  18. A historical analysis in theory is carried on studying redistribution of internal force in the bonded post - tensioned partially prestressed concrete framesin this paper

    本文編制了變剛度分析程序，重點研究了后張有粘結部分預應力混凝土框架的塑性內力重分佈的規律。
  19. At first, this thesis analyzes the main causes in theory, which have effects on the redistribution of internal force and modulation of moment for the bonded post - tensioned partially prestressed concrete frame ( for short prestressed frame ), including the relative height of compressive zone of section ( ), secondary moment and types of load applying. then, this thesis analyzes the test of prestressed frame. then, a method, called curvature - force method, for nonlinear analysis of prestressed frame is put forward

    本文首先從理論上分析了影響后張有粘結部分預應力混凝土框架（簡稱為預應力框架）內力重分佈和彎矩調幅的主要因素，即相對受壓區高度、次彎矩和加載方式等，並初步分析了兩榀只加豎向荷載和兩榀既加豎向荷載又加水平荷載的單層單跨預應力框架靜力加載的試驗。
  20. But it is seldom reported how is the behavior of the partially prestressed concrete frames with unbonded tendons under the low - cyclic loading

    而無粘結部分預應力混凝土框架結構在反復荷載作用下的性能如何，卻鮮見報道。
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