floor loading 中文意思是什麼

floor loading 解釋
底部負荷
  • floor : n 1 地板，地面。2 （樓房的）層。3 （船底的）肋板。4 （海洋、山洞等的）底。5 議員席；經紀人席。6 ...
  • loading : n. 1. 裝貨。2. 裝載量；重量；載荷；（船隻等的）貨載。 3. 填充物，填料。4. 額外人壽保險。
  1. For floors where abrasion and impact resistance as well as dust - proof are required such as for shed, loading area at port, machinery industry, aitcraft parking apron, garage, parking area, oil storage piant, pathway floor, mine chute, bridge surface, reservior overflow relief channel, energu consumption. loading slope, military industry, weaving mills, cold storage plant, automobile industry, electronic industry express highway, etc

    倉庫、碼頭裝卸區、機械工廠、飛機停機坪、車庫、停車場、油料庫、通道地面、工礦溜槽、橋面、水庫溢洪道、交通池、裝卸斜坡、軍工企業、紡織業、冷凍庫房、汽車工業、電子工業、高速公路等適合金屬骨料要求的混凝土地面。
  2. Maximum floor loading

    最高樓面負荷量
  3. Resilient floor coverings - determination of residual indentation after static loading

    彈性地板覆蓋物.受靜荷載作用后殘留壓痕的測定
  4. Resilient floor coverings. determination of residual indentation after static loading

    彈性地面覆蓋物.加靜負載后剩餘凹陷的測定
  5. Textile floor coverings determination of thickness loss after prolonged heavy static loading

    地毯在長時間重靜負載后厚度減少的試驗方法
  6. Textile floor coverings determination of thickness loss after prolonged, heavy static loading

    地毯在長時間重靜負載后厚度減少的試驗方法
  7. On 10 march 2006, the two ramps on clear water bay road leading to the first floor of ping shek public transport interchange, the roundabout and the kerbside lane except the general loading bay, taxi stand and green minibus stands on the first floor of this public transport interchange will be designated as restricted zones 24 hours daily

    時起，由清水灣道連接往觀塘坪石公共運輸交匯處一樓的兩條行車天橋和此公共運輸交匯處一樓的旋處及路旁行車線
  8. Based on similarity theory, this paper design a 1 : 25 micro concrete scale model of shenzhen international mayor tower which is a high - rise building of frame - shear wall structure with high transfer floor, keeping model similar to prototype in loading behavior

    本文根據相似理論，通過分析比較設計了與深圳國際市長大廈這一高位轉換框支剪力墻高層建築相似的1 : 25的微粒混凝土混合相似模型，盡量保持模型與原型結構在受力特點上的相似性。
  9. Building service cotractors johnsondiversey has long been a leader in helping bsc ' s simplify their work and improve their efficiency, cleaning all types of commercial, industrial and residential buildings, floor to ceiling from the front door to the loading dock

    莊臣泰華施長期以來一直是樓宇保潔公司最佳的合作夥伴，幫助他們簡化工作，提高效率，為各種類型的商業、工業和住宅大樓提供保潔服務從底面至屋頂，從前廳至裝貨區。
  10. Building service cotractors [ / b ] johnsondiversey has long been a leader in helping bsc ' s simplify their work and improve their efficiency, cleaning all types of commercial, industrial and residential buildings, floor to ceiling from the front door to the loading dock

    莊臣泰華施長期以來一直是樓宇保潔公司最佳的合作夥伴，幫助他們簡化工作，提高效率，為各種類型的商業、工業和住宅大樓提供保潔服務從底面至屋頂，從前廳至裝貨區。
  11. [ b ] building service cotractors [ / b ] johnsondiversey has long been a leader in helping bsc ' s simplify their work and improve their efficiency, cleaning all types of commercial, industrial and residential buildings, floor to ceiling from the front door to the loading dock

    莊臣泰華施長期以來一直是樓宇保潔公司最佳的合作夥伴，幫助他們簡化工作，提高效率，為各種類型的商業、工業和住宅大樓提供保潔服務從底面至屋頂，從前廳至裝貨區。
  12. Testing methods for loss of thickness by loading of textile floor coverings

    紡織物地板面料負載厚度損失的測試方法
  13. The inclusion of reinforced beams in a reinforced concrete floor adds to its strength and loading capacity. this system is very often used in factory and warehouse floors

    含有加勁梁的鋼筋混凝土樓面可以提高樓面強度及其承載力。這種體系常用來建造廠房和倉庫的樓面。
  14. In this paper, by means of reversed cyclic loading tests on the specimens of long - span floor beams system, it analyzes the behavior of long - span floor beams system during the tests

    本文通過兩榀大跨度預應力次梁樓蓋結構體系組合構件的反復水平加載試驗，分析研究了大跨度預應力次梁樓蓋結構體系的受力特性。
  15. A material nonlinear finite element analysis for the cast - in - place reinforced concrete hollow slab that occurs from initial loading, cracking, yielding to failing is carried on. the cracking load, ultimate load, the displacement rules and the principal stress distribution rules of the hollow slab under the vertical loads are obtained. a material nonlinear finite element analysis for the single span hollow flat - plate floor is also carried on

    其次對空心板進行了從加荷、開裂、屈服直至破壞的全過程材料非線性有限元計算，得到了空心板在豎向荷載作用下的開裂荷載、極限荷載及位移和應力分佈規律；還對單跨無梁樓蓋進行了材料非線性有限元計算，通過分析主應力場明確了柱上暗扁梁的作用；有限元計算的結果驗證了以上的理論分析並得到了一些重要的結論，對改進現澆空心板無梁樓蓋的構造措施有重要的參考價值。
  16. The detail procedures of the loading test on the ultimate bearing capacity under different load cases and the author ' s first - hand experience during the tests are documented in the paper. based on the experimental performance, it has been verified that the superposed floor assembled by the precast - prestressed sandwich slab working under the design and the reliability of the lateral connecting character of the slab

    在板側縫內施加后張法無粘結預應力，在構造上利用板側伸出的鋼筋相互搭接實現橫向傳力，變單向受力為雙向受力形成裝配整體式樓蓋結構，可明顯改善樓蓋結構的受力性能。
  17. Compounding stiffness is introduced for analyzing the characteristics of moment redistribution in the long - span floor beams structure subjected to lateral loading. it is shown from the testing result that the specimen can be analyzed by elastic theory before cracking. the development of cracking in the spandrel beams and the floor beams ( including floor ) causing the compounding stiffness and the bending stiffness of floor beams through the column to change distinctly, correspondingly moment - torque redistribution occurs

    由於過柱子次梁、邊主梁的開裂以及樑上次梁（包括樓板）的開裂，使得過柱子次梁的抗彎剛度和邊主梁樑上次梁板組合剛度發生了明顯的變化，導致產生彎扭重分配，一般情況下，組合剛度與過柱子次梁抗彎剛度的比值增大，邊主梁所受扭矩增加，反之，邊主梁所受扭矩減小。
  18. Floor loading : 485 kg per sq m

    地面負荷:每平方米
  19. As can be seen from the picture, the base of the system is perfectly level with the surrounding floor, which gives easy access for loading parts onto the motorised holding fixture, or for positioning of an external fixture frame

    如圖片所示，系統地基與地表完全處于同一水平面，使得零件可以很容易地安裝在夾持裝置或另外加裝的夾持裝置上
  20. 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片預應力砌塊砌體墻和1片對比普通墻體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，分析了預應力砌體的抗裂性能。
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