砌塊砌體 的英文怎麼說

中文拼音 [qìkuāiqìtǐ]
砌塊砌體 英文
block masonry structure
  • 砌 : 砌Ⅰ動詞（用磚、石等壘） build by laying bricks or stones Ⅱ名詞（臺階） step
  • 塊 : 名詞（古時佩帶的玉器） penannular jade ring （worn as an ornament in ancient china）
  • 體 : 體構詞成分。
  1. However, little research has been made on the measuring and calculating of the thermal data of brickwork and corn pound wall

    但對于砌塊砌體以及復合墻體的熱工數據，實際進行測量和計算的較少。
  2. Reinforced concrete masonry shear wall structure is a new type of structure, the theory of computing and analysis for it is juvenility

    配筋砌塊砌體剪力墻結構是一種新型的建築結構體系，其內力分析和計算理論還較不成熟。
  3. We calculate composite block masonry ' s heat transfer coefficients under different conditions, then we discuss these data according to the energy efficiency criterion in wuhan city and come up with the key factors which influence the thermal performance of composite block masonry, . at the end of this paper we summarize and look forward to the future of composite blocks in engineering practice in mechanics and thermal sides

    在熱工性能方面，對復合砌塊砌體的保溫、隔熱性能進行了分析與推導，定量推導了多種情況下復合砌塊砌體的傳熱系數，並結合武漢市的地方節能標準進行了論證，提出了影響復合砌塊砌體熱工性能的關鍵因素。
  4. Deep foundation design of high - rise residential building reinforced block masonry

    高層住宅建築配筋砌塊砌體深基礎設計
  5. Properties of high - strength concrete small - sized hollow block masonry

    高強混凝土空心砌塊砌體基本力學性能研究
  6. Crack prevention measures for small hollow concrete blocks and masonries

    混凝土小型空心砌塊砌體的裂縫防治措施
  7. Block masonry structure

    砌塊砌體結構41
  8. Nonlinear fem analysis for shear capacity of reinforced block masonry shear wall

    配筋砌塊砌體剪力墻抗剪承載力非線性有限元分析
  9. Finite element analysis to crack - resistance behavior of prestressed concrete block masonry

    預應力混凝土砌塊砌體抗裂性能的有限元分析
  10. Finite element model of nonlinear dynamic analysis for small - size conc rete hollow block masonry

    砼小型空心砌塊砌體的非線性動力分析有限元模型
  11. Calculation analysis on compression and shear strength of composite hollow concrete block masonry

    復合混凝土空心砌塊砌體受壓及受剪承載力計算分析
  12. Study on aseismic behavior of small concrete hollow block walls with different constructional measures

    不同構造措施下混凝土小型空心砌塊砌體抗震性能研究
  13. We does relative experiment research and theory calculation in both mechanical and thermal performance

    本文從力學性能和熱工性能兩個方面對復合砌塊砌體進行了相關試驗研究和理論推導。
  14. Block wall is supposed as a uniform material and having same properties in every direction, and its relation of stress - strain adopts the model of zhejiang university structure lab. aided by ansys, eight types of walls under level load have been nonlinear analyzed and achieved the cracking, extreme load, cracks location and form respectively. the simulation results show great agreement with experiment results

    將砌塊砌體材料做勻質、各向同性處理，採用浙江大學結構工程研究所推薦的砌塊砌體非線性本構關系，利用ansys中的混凝土單元solid65模擬砌塊砌體和鋼筋混凝材料，共對八種類型墻體進行了非線性有限元模擬分析，分別得出了各種墻體的初裂、破壞荷載、裂縫開展情況、應力、位移等結果，初裂、破壞荷載和實測值相差不大，模擬的初始裂縫位置、形式以及裂縫開展情況與實驗結果比較吻合。
  15. In addition, 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model are tested under frequency low - cyclic static load. some seismic behaviors such as strain - stress curve and ductility of the prestressed masonry were analyzed

    進行了4片預應力砌塊砌體墻和1片對比用普通墻的低周反復荷載試驗，分析了預應力砌體的滯回曲線、延性等抗震性能。
  16. A program with c + + language was designed to calculate ultimate load of the reinforced concrete masonry shear wall structure. the reliability of the program was proved by comparing the program results with experimental results. ( 2 ) using the program, impact to the shear resistant of the ratio of grout for concrete and the ratio of height to section thickness and the horizontal reinforcement ratio was discussed

    （ 2 ）利用本文編制的程序，討論不同的高寬比、灌芯率和水平配筋率對配筋砌塊砌體剪力墻抗剪承載力的影響，並驗證了《砌體規范》 （ gb50003 - 2001 ）規定允許高寬比和允許配筋率范圍。
  17. 22 compressive specimens of high - strength small - sized and 9 shear specimens of behavior hollow - block concrete - masonry are tested, and some formulas tested are not fit for the calculation for high strength concrete - block masonry compared with the code

    摘要空心砌塊砌體已逐漸代替粘土磚，為研究高強砌塊砌體的力學性能，對22個高強混凝土空心砌塊砌體試件的受壓性能、 9個試件的抗剪性能進行了試驗研究，並與《砌體結構設計規范》中的相關公式進行了比較。
  18. The limited range ordinate by the code for design of masonry structures was validated. ( 3 ) using the program, impact to the compressive strength of ratio of grout for concrete and ratio of height to section thickness to the compressive strength was discussed. a new formula was advanced in this article

    （ 3 ）利用本文編制的程序，採用回歸分析方法討論配筋砌塊砌體剪力墻中灌芯率和灌芯混凝土強度對其抗壓強度的影響，並提出了本文建議的配筋砌塊砌體剪力墻抗壓強度的計算公式。
  19. We designed five walls for simulate both sides of the top floor. proceeded to add unilateral horizontal static loading experiment to 4 pieces of prestressed small - sized concrete hollow block masonry models and 1 piece of normal concrete hollow block masonry model. crack - resistance behaviors were analyzed, and we have proceeded prestressing loss survey for 25 days, and discussed the reasons of prestressing loss

    模擬房屋頂層兩端單元設計試驗模型，進行了4片預應力砌塊砌體墻和1片對比普通墻體水平單調靜力加載試驗，並且進行了25天的預應力損失觀測，探討了預應力損失和加載過程中預應力筋應力的變化等問題，分析了預應力砌體的抗裂性能。
  20. The failure mechanism and the pattern of damage are analyzed in this paper. on the grounds of experimental results and theoretical analysis, the formula of ultimate shear capacity of prestressed masonry wall is established

    分析了預應力砌塊砌體的受力、破壞機理，結合試驗結果，探討了預應力砌體抗裂及抗剪承載力計算公式。
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