拼箱裝載 的英文怎麼說

中文拼音 [pīnxiāngzhuāngzǎi]
拼箱裝載 英文
less than contained load
  • : 動詞1 (合在一起; 連合) put together; piece together 2 (不顧一切地干; 豁出去) be ready to risk...
  • : 名詞1. (箱子) chest; box; case; trunk 2. (像箱子的東西) anything in the shape of a box
  • : Ⅰ名詞1 (服裝) dress; outfit; attire; clothing 2 (演員的化裝品) stage makeup and costume Ⅱ動詞...
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • 裝載 : freight; loading; shipping; capacity; storage; embarkation; laden
  1. For the particularity of the freezing freight transportation, there are many problems existing in the less container load transportation process and there is very high demand to a serious of services in the freights " loading, transportation and removing - picking up the goods. but the upper respond will be gotten if the deal is proper. on the basis of my own experiences in 6 years and the discussion with the professions, the writer expound some problems which would be regarded in the freezing less container load execution and some measures which can settle current problems, and wish the agencies which want to operate the freezing container and less container load business between dalian and japan can get some assists

    由於冷藏貨物運輸的特殊性,在運輸過程中存在很多問題,對貨物的、運輸、拆提貨一條龍的服務部有非常高的要求,但如果經營得當會有較高的回報,筆者在本文中結合實踐經驗和與同行的探討詳細闡述了冷藏的實施中應該注意的一些問題和解決目前存在問題的一些對策,希望能對經營大連-日本航線冷藏集業務的貨代會有一些幫助。
  2. Based on the simulating results of simply - supported box girders ( 39. 1m ) and continuous box girders ( 2 x 40m ), the paper emphatically analyzes the full mechanical characteristics of psbget and the bend failure states of the right section. the influence of different areas and eccentricities of external tendons on ultimate bearing capacity and ductility is studied in detail. the differences of ultimate bearing capacity and the mechanical characteristics between the se

    Lin簡支梁和2x40m連續梁為例,本文較全面地分析了預制節段體外預應力混凝土梁全過程受力特性和正截面彎曲破壞形態;研究了不同預應力配筋面積和預應力筋重心高度對預制節段體外預應力簡支梁極限承力和延性的影響,以及體外預應力節段簡支梁與體外預應力、體內有粘結預應力整體簡支梁極限承力和受力特性的差異。
  3. The bending property of hsc structure under blast load is also observed. throughout all these tests the development of cracks is recorded

    另外進行了淺埋高強混凝土形結構化爆試驗,以檢驗其動抗彎性能。
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