definite division 中文意思是什麼
definite division
解釋
定義除-
The management of these workshops showed empiric feature. there were neither definite division responsibility nor effective management way
管理上呈現出經驗型的特徵，既沒有明確的管理分工，也沒有有效的管理方法可言。 -
Thinking of the different forms of partership, they are definite according to the following two distinguished law systems per traditions and division standards : legal genealogy of civil law : civil partnership ( non - business partnership ) and business partnershi. commonlaw : general partnership and limited partnership in china, the obvious problem is sluggishness and imcontinuity
關于合夥的法律形式，因歷史傳統與劃分標準的差異，大陸法系向有民事合夥（非商業性合夥）與商事合夥（商業性合夥）之分，而英美法系則有普通合夥與有限合夥之別。 -
Through the integration of the existing networks of emergency command and organization of disaster accidents, a unified, normalized, scientific and highly efficient command system for disaster accident emergency handling and command is to be set up ; through integration of the existing resources for disaster accident emergency handling, a security system for disaster accident emergency handling with definite division of labor, responsibilities affixed to persons, advantages made complementary and all - time preparedness is to be established ; and through integration of the existing information system of disaster accidents, a precaution system for disaster accident emergency handling with information shared, mechanism optimized, preventive measures taken, and disaster reduction made in a scientific way is to be instituted
通過整合現有災害事故緊急指揮和組織網路，建立統一、規范、科學、高效的災害事故緊急處置指揮體系；通過整合現有災害事故緊急處置資源，建立分工明確、責任到人、優勢互補、常備不懈的災害事故緊急處置保障體系；通過整合現有災害事故的信息系統，建立信息共享、機制優化、防患未然、科學減災的災害事故緊急處置防範體系。 -
The paper do n ' t attempt to definite new generalized metric space classes and new covers and mappings. this is because in the development of revent several decades in topology, the space classes were definited by all sorts of formal generalizations have reached a flooded extent, continual introduction of new spaces and over tiny division have made topology develop to an empty theorical margin
本文不試圖去定義新的廣義度量空間類以及新的覆蓋與映射，這是因為近幾十年拓撲學的發展，各種形式的「推廣」所定義的空間類已達到泛濫的程度，新空間的不斷引入，過細的劃分使得拓撲學似乎發展到了空洞的理論邊緣。 -
Road group and system are definite and reasonable, subchannel road net for people and vehicle is considered in community planning, green plant system ' s natural division brings up sight blending to community interior view
道路組團體系明確合理，人車分流道路網的社區規劃，綠植體系的自然分景做到社區內景觀的情景交融。 -
Abstract : it is a difficult problem to arrange a lot of deformed bars in a narrow section. in foreign codes, it is solved with abreast - arranging deformed bars, but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity. in our country, the research about abreast - arranged deformed bars began from the first 1980s. some achievements have been gained from studies about anchor performance. but study about beams bearing capacity and rigidity is not enough. the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done. the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed. three points of division loading have been adopted. the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 %. through statistical analysis, format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed
文摘:在較小截面內單根排列鋼筋比較困難，國外規范大都採用並筋解決，但對並筋后對承載力的影響未作明確規定，我國並筋梁的承載力和剛度研究較少.通過對10根並筋梁和3根對照梁的受彎承載力的試驗，分析並筋對梁的受彎承載力的影響，試驗採用三分點加載，結果表明，與對照梁相比，並筋梁的受彎承載力有所降低，降幅在10 % 15 %之間，通過統計分析，給出了並筋梁受彎承載力的建議公式，並對建議公式進行了可靠度分析 -
It is a difficult problem to arrange a lot of deformed bars in a narrow section. in foreign codes, it is solved with abreast - arranging deformed bars, but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity. in our country, the research about abreast - arranged deformed bars began from the first 1980s. some achievements have been gained from studies about anchor performance. but study about beams bearing capacity and rigidity is not enough. the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done. the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed. three points of division loading have been adopted. the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 %. through statistical analysis, format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed
在較小截面內單根排列鋼筋比較困難，國外規范大都採用並筋解決，但對並筋后對承載力的影響未作明確規定，我國並筋梁的承載力和剛度研究較少.通過對10根並筋梁和3根對照梁的受彎承載力的試驗，分析並筋對梁的受彎承載力的影響，試驗採用三分點加載，結果表明，與對照梁相比，並筋梁的受彎承載力有所降低，降幅在10 % 15 %之間，通過統計分析，給出了並筋梁受彎承載力的建議公式，並對建議公式進行了可靠度分析
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