masonry wall 中文意思是什麼

masonry wall 解釋
砌築墻
  • masonry : n. 1. 石工技術；石工行業；石造建築。2. 〈M-〉共濟會制度[綱領、儀式]；〈集合詞〉共濟會成員。
  • wall : n 1 墻壁；（石、磚等的）圍墻；城墻。2 （形狀、用途）像墻壁的東西，障壁；土堤，堤防。3 （礦井、容...
  1. Aseismatic design of brick masonry building with frame - shear wall at lower two stories

    八度區底部兩層框墻磚房的抗震設計
  2. Abstract : this paper discusses some problems in design of brick masonry building with internal frame under horizontal earthquake effect t he problems of the distance of asemic cross wall, the caculation model of outer wall - colum and interal frame, some asemic load bearing capacity the author ' s vi ew is also presented

    文摘:本文就多層內框架磚房在水平地震作用下抗震橫墻間距、外壁柱和內框架柱的計算模型，與有關抗震承載力計算等問題進行了分析，並提出作者的意見。
  3. 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。
  4. Methods of test for ancillary components for masonry - determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test

    圬工輔助砌塊的試驗方法.墻拉桿的拉伸和壓縮負載容量和負載轉移特性的測定
  5. Methods of test for ancillary components for masonry - determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test

    圬工輔助砌塊的試驗方法.墻拉桿的拉伸和壓縮負載容量和負載轉移特性的測定
  6. The heat loss ( orgain ) through a wall of half inch plate glass is more than ten times that through a typical masonry wall filled with insulation board

    通過半英寸的平板玻璃墻壁損失（或增加）的熱量是典型的加入絕緣板的石墻所允許的熱量損失（或增加）的十倍以上。
  7. In this paper, the researching and developing situating at home and abroad on aseismic properties of the masonry structures are reviewed. aiming to the defects of the calculated formulas of the aseismatic shear strength of brick walls in the code for seismic design of building ( gb50011 - 2001 ) and the code for design of masonry structures ( gb50003 - 2001 ), through test on brick wall models between the single wall and the wall with flanges, restoring force characteristics, the behavior at failure of the brick masonry wall and the effect of longitudinal wall under cyclic horizontal loading were analyzed the aseismic capacity has increased by 31 % for wall with flanges, the rigidity and deformation of the wall has gone up greatly too. the conclusion that the effect of longitudinal wall should be comprised in the aseismatic formulas was proposed

    本文回顧了國內外關于砌體結構抗震性能的研究與發展現狀，針對建築抗震設計規范（ gb50011 - 2001 ）和砌體結構設計規范（ gb50003 - 2001 ）中墻體抗震驗算公式中的不足之處，通過單片墻和帶翼緣墻在垂直荷載和水平反復荷載作用下的對比試驗，研究了帶翼緣墻在水平反復荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，翼緣墻的存在，主墻抗剪能力可以提高31 ，剛度及變形能力也均有較大提高的結論，墻體驗算公式中應當考慮縱橫墻共同作用的影響。
  8. Simultaneity, through contrast analysis validate that antiseimic capacity of expansion web is better than that of steel web. therefore, based on the experiences summed up by precedence, the formulation for calculating the crack load and limit load of brick masonry house reinforced by expansion web is advanced, which provides project reference. based on the analysis and studies of masonry shearing strength, test of prestressed single brick masonry wall, and test of prestressed brick masonry house models, and ect, the article has carried through several aspect research as below : 1. a series of experiment on material capability of expansion web, including intensity of single thread and expansion web, ect ; 2. research on influence of loading and destroy of masonry brick building reinforced by expansion web under lowcyclic loading ; 3. study of impact of expansion web on ductility, energy dissipation, intensity, ect under the same situation as above ; 4. put forward computation formulation of masonry brick building reinforced by expansion web

    本著以上的研究目的，本文在分析和借鑒前人砌體抗剪強度理論、預應力單片墻試驗研究、預應力模型抗震性能試驗研究等基礎上，進行了以下幾方面的研究工作: 1 .作為一種新型結構材料擴張網，進行了一系列的材性試驗（單絲強度、網片強度和在砂漿中被約束條件下的網片強度及其相應的彈性模量） ； 2 .研究了水平荷載往復作用（低周交變）下，普通鋼絲網和擴張網砂漿對砌體結構抗裂及承載能力和破壞形態的影響，並將這兩種材料的加固效果進行了對比； 3 .上述狀態下，兩種網片水泥砂漿對砌體結構變形、延性、耗能、剛度退化等抗震性能的影響及其影響效果的比較； 4 .提出擴張網水泥砂漿加固砌體結構的抗剪強度計算建議公式。
  9. In criterion of china, concerning carrying capacity of masonry wall with steel loading out - of - plane, it is no detailed stipulate, only putting forward qualitative that we can reduce the impact of moment of out - of - plane on walls

    我國現行規范中，對墻體出平面承載力沒有給出具體規定，僅定性提出應盡量減少平面外彎矩對墻體的影響。
  10. However, the risk can never be entirely eliminated, and some tragedies continue to occur. the collapse of an old masonry wall in an estate in kennedy town after torrential rain in july 1994 killed five people and seriously injured three, and caused the evacuation of more than 2, 500 people

    雖然如此，山泥傾瀉的危險始終是沒法完全避免的，不幸的事情近年仍有發生。一九九四年七月的一場暴雨，引致堅尼地城觀龍樓一幅護土墻倒塌，造成五人死亡，三人重傷及二千五百人需要疏散。
  11. Allowable ratio of height to sectional thickness of masonry wall or column

    砌體墻柱容許高比
  12. Standard test method for field determination of water penetration of masonry wall surfaces

    磚石墻表面水滲透性的現場測定的標準試驗方法
  13. Abstract : aimming at the defects of the brick masonry norm, through test on masonry wall models, the monolithic spacial effect for longitudinal and lateral walls of brick masonry buildings is studied and suggestions of calculated formulas for seismic resistance design and analysis are proposed

    文摘:針對砌體規范中墻體抗震驗算中的不足之處，通過模型磚墻試驗，研究了帶翼緣墻在水平荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，並提出了在墻體抗震驗算中應當考慮縱橫墻共同作用的建議
  14. Experimental research on shear bearing behavior of reinforced masonry wall

    混凝土小砌塊配筋砌體墻片抗剪性能試驗研究
  15. Brick masonry wall

    磚砌體墻42
  16. 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的砌築材料。
  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. The paper also compared fsmrcwb with frame - supported masonry wall beam ( fsmwb ). secondly, by means of finite element method ( fem ), the paper studied stress distribution in fsmrcwb under vertical loads and under elastic earthquake force with constant vertical loads respectively

    其次，進行了框支密肋復合墻梁的線彈性有限元分析，主要研究框支密肋復合墻梁在豎向荷載作用下的應力分佈，以及在豎向荷載與小震水平地震力共同作用下的應力分佈，並就試驗結果與有限元分析結果進行對比分析。
  19. Furthermore, simplified calculation methods is given to predict the ultimate shear capacity of masonry wall strengthened with gfrp sheet. the calculating results are matched well with the experimental results

    針對兩種加固方式分別建立了gfrp布加固墻體的抗剪極限承載力計算方法，計算結果和試驗數據基本吻合。
  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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