砌體墻 的英文怎麼說

中文拼音 []
砌體墻 英文
allowable ratio of height to sectional thickness of masonry wall or column
  • : 砌Ⅰ動詞(用磚、石等壘) build by laying bricks or stones Ⅱ名詞(臺階) step
  • : 體構詞成分。
  • : 名詞(磚、石等築成的屏障或外圍) wall
  1. However, little research has been made on the measuring and calculating of the thermal data of brickwork and corn pound wall

    但對于以及復合的熱工數據,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

    配筋剪力結構是一種新型的建築結構系,其內力分析和計算理論還較不成熟。
  3. Pushover analysis of masonry structure with frame - shear wall at the bottom

    抗震結構靜力彈塑性分析
  4. Prevention and cure of medium - sized and mini - sixed unsubstantial walls built by concrete, etc

    混凝土等中小型空心裂損的防治
  5. Main achievements of the thesis : through analysis of the reasons of blockwork crack, i put forwards the measures on material production, shop drawing design and construction management, etc. especially, i put forwards to theory that changing traditional painting technics to avoid crack of painting layer. the application of above measures in engineering proved they are effective

    介紹了塊在國內外的發展與應用,研究了混凝土裂縫產生的機理,裂縫的形態及裂縫產生的原因,進一步分析研究了開裂的各種因素,提出了在設計、生產、施工等環節的治理開裂措施。
  6. Allowable ratio of height to sectional thickness of masonry wall or column

    砌體墻柱容許高比
  7. Ratio of height to sectional thickness of wall or column

    砌體墻柱高厚比48
  8. First of all, the paper carried out test study on four two - spanned model members of fsmrcwb, including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model. the study considered such factors as span ratio - l1 / l2, height - span ratio - hb / l of the beam, and cavity etc. the paper analyzed the test results, including analysis on mechanical property of the composite wall beam under vertical loads, and failure mode, deformation capacity, aseismic performance under horizontal loads and constant vertical loads

    首先,進行了三個兩跨兩層和一個兩跨三層的框支密肋復合梁的模型試件試驗研究,主要內容包括:框支密肋復合梁在豎向荷載作用下的受力性能,在豎向荷載與水平低周反復荷載共同作用下的受力性能、變形性能、滯回性能和破壞形態,並將框支密肋復合梁試驗與框支砌體墻梁試驗進行對比分析。
  9. Modified coefficient for allowable ratio of height to sectionalthickness of masonry wallokok. org

    砌體墻容許高厚比修正系數47
  10. Experimental research on shear bearing behavior of reinforced masonry wall

    混凝土小塊配筋砌體墻片抗剪性能試驗研究
  11. Experimental research on bending bearing behavior of reinforced masonry walls

    混凝土小塊配筋砌體墻片的抗彎性能試驗研究
  12. Brick masonry wall

    砌體墻42
  13. In seismic behavior confined shale brick masonry wall can be a good substitute for confined clay brick masonry wall

    在抗震性能上頁巖磚完全可以取代粘土磚作為約束砌體墻築材料。
  14. According to the re1ated suppositions and formu1as, the experiments about the effects of 1oad difference between vertica1 and horizontal masonry wa11s to top cracks are drocessed

    根據相關的假定和公式,進行了砌體墻豎向壓縮變形差異對頂層裂縫影響的試驗。
  15. Experiment results show that prestressing force can greatly improve masonry crack - resistance behavior and the carrying capacity of crack - resistance is greatly improved after being prestressed

    試驗表明對砌體墻施加預應力,大大提高了的開裂荷載,改善了結構的抗裂性能。
  16. The experiments of 9 pieces of confined shale brick masonry walls subjected to low - cyclic reversed horizontal load were carried out, and the failure characteristics, seismic behavior and lateral - resisting bearing capacity of this kind of walls were studied

    摘要通過9片約束頁巖磚砌體墻的低周反復水平荷載試驗,研究了約束頁巖磚砌體墻的破壞特徵、抗震性能和抗震受剪承載力計算公式。
  17. Through the experiments and analysis, it can be concluded that confined shale brick masonry wall has good deformation property and high lateral - resisting bearing capacity, its ductility is close to confined clay brick masonry wall ' s, and its lateral - resisting bearing capacity is higher than confined clay brick masonry wall ' s

    試驗表明約束頁巖磚砌體墻具有良好的變形性能和較高的抗震受剪承載力,其延性系數接近約束粘土磚砌體墻延性系數,其抗震受剪承載力計算式可採用與約束粘土磚砌體墻相同的公式。
  18. 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片預應力砌體墻和1片對比用普通的低周反復荷載試驗,分析了預應力的滯回曲線、延性等抗震性能。
  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片預應力砌體墻和1片對比普通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,分析了預應力的抗裂性能。
  20. The results of the tests show clearly that the carrying capacity of shear - resistance and deformation property and ductility of the masonry walls were increased after being prestressed, and the prestressed walls are forced more uniform and material property can be completely developed. cracks are more slightness and more dense, and will be closed after being unloaded, and the walls will not fall apart with cracks, which indicate that such walls may retain the entirety well and have good resistance of collapse

    試驗表明施加預應力后,砌體墻的抗剪能力、變形能力和延性都有所提高,而且受力均勻,材料性能發揮充分,卸荷后裂縫閉合,砌體墻「裂而不散」 ,保持了較好的整性,有良好的抗震、抗倒塌性能。
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