層磚砌體 的英文怎麼說

中文拼音 [céngzhuānqìtǐ]
層磚砌體 英文
coursed masonry
  • 層 : i 量詞1 （用於重疊、積累的東西 如樓層、階層、地層） storey; tier; stratum 2 （用於可以分項分步的...
  • 磚 : 名詞1. （燒製成的建築材料） brick 2. （形狀像磚的東西） brick-shaped things
  • 砌 : 砌Ⅰ動詞（用磚、石等壘） build by laying bricks or stones Ⅱ名詞（臺階） step
  • 體 : 體構詞成分。
  1. Paints and varnishes - coating materials and coating system for exterior masonry and concrete - part 3 : determination and classification of liquid - water transmission rate permeability ; german version en 1062 - 3 : 1998

    油漆和清漆.外部砌磚體和混凝土用塗層材料和塗層系統
  2. Analysis of the seismic calculation for the multi - story building of brick masonry structure

    多層磚砌體住宅樓抗震計算分析
  3. Aimed at this instance, professor wankang luo of chongqing jianzhu university has processed much elementary research on antiseismic capability advancement of expansion web on masonry brick building. the article has researched the form and mechanization of failure, crack resistance and bearing capacity, ductility, energy dissipation, hysteretic behavior, deformation, ect, through test to contrast models with rate 1 : 2 reinforced by expansion web and steel web. the result of the study has testified it an efficient measure to lay expansion web into masonry brick building for entirely improving antiseismic strength

    在原有兩座1 : 2三層雙開間混合結構房屋模型抗震性能研究的基礎上，分別用擴張網和鋼絲網兩種材料進行加固，通過比較以揭示擴張網對于砌體結構抗震性能提高作用的內在規律，並在鋼絲網水泥漿法加固磚墻的抗剪計算公式基礎上提出一種較能反映擴張網這種新型材料受力特性的擴張網水泥砂漿加固砌體結構的抗剪計算方法。
  4. The aseismatic performance of multilayer brick masonry structure is poor because the basic materials and connection mode determine the brittleness nature and deformed little

    摘要多層磚混砌體房屋由於組成的基本材料和連接方式決定了其脆性性質，變形能力小，導致房屋的抗震性能較差。
  5. Second, on the base of large scale integer building model tests, anti - seismic property of structure of multi - rib panel is analyzed, and is contrasted with the property of the masonry structure. the research reveals that buildings in structure of multi - rib panel make shear deformation mainly, whose failure process is similar to the single composite panel and the tests result shows that, contracted to masonry structure, carrying capacity of buildings in this structure is 1. 5 times and deformation capacity is about 3 times. in addition, thanks to the lower self - weight, the seismic response of the buildings is far lower than masonry structure

    研究表明：多層密肋壁板結構房屋以剪切變形為主，破壞過程與單塊墻板相似；復合墻板與后澆隱型框架連接成整體結構，協同工作；傳統的底部剪力法適用於本結構體系的抗震計算；試驗結果還表明，該結構房屋最大承載能力是磚混結構的1 . 5倍，變形能力是磚混結構的3倍左右，而房屋自重比砌體結構減少1 4以上，地震反應遠低於砌體結構。
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