梁板式樓板 的英文怎麼說

中文拼音 [liángbǎnshìlóubǎn]
梁板式樓板 英文
beam and slab floor
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  • : 1 (樓房) a storied building 2 (樓房的一層) floor; storey 3 (房屋或其他建築物上加蓋的一層房子...
  • 樓板 : [建築] floor; floorslab
  1. Plastic theory suggests, the composite beam for the floorslab is suited lower flange, it s plastic limit moment cuts down by 52. 4 % than the composite beam for the floorslab is suited on the top flange. it s plastic limit moment lifts 8. 8 % than the steel beam, which is on the same condition

    塑性理論分析的結果表明,位於鋼下翼緣形的組合位於鋼樑上翼緣形的組合截面相比較,其塑性極限彎矩降低52 . 4 ,和同等條件下純鋼截面相比較,位於鋼下翼緣的組合塑性極限彎矩提高8 . 8 。
  2. Thereinto, the transfer beam and transfer truss are used, while for the high - rise building with complex figure, only the transfer slab can be used. because there are few studys on transfer thick slab at present, this paper will discuss the problem

    使用較多的是和桁架轉換層,而對于上下柱網軸線錯開的體型復雜的商住,則只能採用厚結構轉換層,由於這方面的理論研究還不多,本文就此展開討論。
  3. The difference of internal force distribution between this floor and waffle slabs is compared and analyzed

    比較分析了該蓋結構與蓋結構的受力差異。
  4. Basing on the feature of the structure member, the structure is simplified to a 3 - d model consist of space beams and shells, so we can make response spectrum dynamic analysis on the finite - element models. at last nonlinear finite element dynamic analysis was made about the structures. the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one

    在7度多遇和罕遇地震力作用下,通過對振型、側向位移、傾覆力矩和剪力在給定抗側力結構間分配的比較,以及對框支柱和剪力墻的地震響應、轉換層應力比較等模擬分析,得到型鋼混凝土轉換層框支剪力墻結構較鋼筋混凝土轉換層框支剪力墻結構抗地震力特性上有較明顯的改善的結論。
  5. This paper researches the plane stiffness of new composite structure for slab on the lower flange, which is compared with the traditional structure for the slab on the top flange

    本文研究了將置於鋼下翼緣的新型組合結構平面剛度,並和傳統的將置於鋼樑上翼緣的結構形的平面剛度和極限承載力作了比較。
  6. On the basis of the characteristics of this new style of flat - plate floor, analyzing its basic mechanical behavior, researching on its sound calculating model and calculating method are of great importance to proceed the designing, ensure the safety of structure, spread the application of this new style of flat - plate floor

    本文以現澆鋼筋混凝土空心蓋的特點為基礎,分析它的基本力學性能,探索合理的計算模和設計方法,對正確進行設計、保障結構的安全使用、進一步推廣它的應用,有非常重要的意義。
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