墻體建築單元 的英文怎麼說
中文拼音 [tǐjiàndānyuán]
墻體建築單元
英文
walling component-
To the house of bricky structure, rock - bottom wall body area is large, the wall body area of superstratum is small, so similar unit, upstairs and downstair cover inside practical area or meeting discriminating ; same layer will tell, although be covered identically inside floor area, cover the unit of the unit inter of horn that compare clip inside usable floor area also is met a few smaller
對磚結構的房子來說，底層的墻體面積厚，上層的墻體面積薄，所以同樣的單元，樓上樓下的套內實用面積還是會有差別的；同一層來講，即使相同的套內建築面積，把角的單元比夾在中間的單元套內使用面積也會小一些。Also the modeling of the super - length tall buildings is provided. the whole structure of super - length tall buildings is chosen as an object of study, and a worldwide used large - scale structural analyzing program named super sap93 is also chosen to decentralize the structure into elements. the beams and columns of the structure are modeled as dimensional beam components, and the floor slabs and sheer walls are modeled as dimensional slab components
本文以超長高層建築整體結構為研究對象，採用國際通用的大型結構分析程序supersap93對超長高層建築結構進行有限元離散，結構的梁和柱採用空間梁單元模型，樓板和剪力墻以及筒體結構採用空間板單元模型，建立實用的超長高層建築結構整體結構分析模型。Dong ying zhu jin timbering limit responsibility corporation, which wasbuilt in 2000, is a professional company thant products aseries products of aerated concrete. it has fixed assets 120 million, aaa bank reliability, and italso acquired the acknowledgement or iso9001 ： 2000. now, autoclave aerated concrete masonry has been built for 140 thousand m3 / a, while autoclave coal ash brick for 2 hundred million / a, autoclave aerated concrete wallboard for 200 thousand m3 / a and new type wall materials for 600 thousand m3 / a, which get the domestic first place, and the new developed dry power building material products achieve the leading in domestic technology
東營市築金新型建材有限責任公司始建於2000年，是專業生產加氣混凝土系列產品的新型建材企業，固定資產1 . 2億元， aaa級銀行資信， iso9001 : 2000國際標準質量管理體系認證單位.目前，已建成蒸壓加氣混凝土砌塊14萬立方米/年，蒸壓粉煤灰磚2億塊/年和蒸壓加氣混凝土墻板20萬立方米/年，年產新型墻材達到60萬立方米，居全國同行業首位，新開發的乾粉建材系列產品達到國內技術領先水平All concrete structures are exposed to volume changes caused by hydration reactions in the early age. if the volume changes are restrained, stresses is generated which will cause cracking when it overcomes the tensile strength. as the mechanical properties of early age concrete vary with time, especially the creep degree depends on the time elapsed and the time at loading, to calculate the stress of concrete structure is a complex nonlinear problem. the finite element method ( fem ) can take account of the evolution of the stiffness properties, the development of thermal strain, creep, shrinkage and so on. in this paper, a general approach for numerically simulating this type of behaviour is presented firstly. then, how to solve this problem is introduced by the general finite element software ansys using the initial stress method. finally, a detailed description of an example calculation that demonstrates the potential of the numerical simulation strategy follows
早期混凝土由於水化反應都會產生體積變化.如果體積變形受到約束就會產生應力，一旦超過混凝土的抗拉強度就會產生裂縫.由於早期混凝土的力學性能是隨時間變化的，特別是徐變，它不僅與加載時間有關而且同時隨齡期而變化，因此計算早期混凝土結構應力是較為復雜的問題.有限單元法不僅可以考慮混凝土剛度的變化，而且可以考慮溫度、徐變、收縮等因素.本文利用初應力法對通用有限元軟體ansys進行了二次開發，通過工程實例計算了高層建築地下室側墻早期混凝土應力的變化過程，並提出了相應的抗裂措施分享友人