supporting space structure 中文意思是什麼

supporting space structure 解釋
承重空間結構
  • supporting : adj. 1. 起支持[支撐]作用的。2. 協助[配合、支援]的；起配角作用的。3. 可提供證據的，證實的。
  • space : n 1 空間；太空。2 空隙，空地；場地；（火車輪船飛機中的）座位；餘地；篇幅。3 空白；間隔；距離。4 ...
  • structure : n. 1. 構造，結構；組織；石理，石紋。2. 建造物。3. 【化學】化學結構。4. 【心理學】（直接經驗中顯現的）結構性，整體性；整體結構。adj. -d ,-less adj.
  1. The following is some main content of this thesis : structure respect : a structure of parallel driven simulating table with three apex of right triangle supporting was proposed on the basis of use for reference many structures of simulating table. its movement postures of space and surtax movements are computered and analysed, and adopted matlab software perform dynamic simulation to it. the respect in machinery design : the structure of upper and subjacent platforms for simulating table were designed

    本論文從模擬轉臺的整體來考慮，對模擬轉臺的各個部分進行了研究和探討，下面是本論文的一些主要內容：結構方面：在介紹了多種轉臺結構的基礎上提出了採用直角三角形三點支撐的並聯驅動模擬轉臺，對其空間運動姿態及附加運動進行了解算和分析，並採用matlab軟體對其進行了動態模擬。
  2. Wuhan city is one of the earliest regions in our country to develop science & technology intermediate institution, it have become now many level of structure, many types, various technologies that have exsited a same service system make great contributions for the industry of high and new technology in wuhan. in present, with the deep implement of the strategy " science & technology build up wuhan city " the development of intermediate institution still has a lot of problems in wuhan, for example the professional degree is low, personnel ' s stuff is not high, operating is normal etc. the basic reason is that the system reformation is not thorough, a shortage of supporting degree, the space developing science & technology intermediate institution is narrow, especially, policies and rule of law supporting the development of science & technology intermediate institution are lack

    武漢市是我國開展科技中介服務最早的地區之一，目前已形成多層次、多形式、多種所有制共存的科技中介服務體系，為武漢市科技進步和高新技術產業的發展做出了重大貢獻。目前，隨著武漢市「科教立市」戰略的深入實施，武漢市科技中介服務機構的發展尚存在諸多不足。如專業化程度低，人員素質不高，運作不規范等，根本原因是體制改革不到位，支持力度不夠，科技中介機構發展的空間狹小，尤其是缺乏規范和扶持科技中介組織發展的政策法規。
  3. Characteristics of structure : this machine adopts shaft type speed reducer drive which covers less space and can be conveniently repaired. upper supporting roller adopts clamping type fixu which can be conveniently installed. furthermore, it can well regulate deflection of conveying belt ; holdback is set for speed reducer with reliable performance to prevent back - slippign of the glusive belt ; dumper has three types : pneumatically actuated, electric and manual ; course of direction - change roller of the rail has three types : 300, 500 and 800

    2結構特點：該機採用軸裝式減速器驅動，佔用空間尺寸小，安裝維修方便上托輥採用夾緊式固定，安裝方便調整輸送帶跑偏能力強，減速器內設逆止器，防止膠帶倒滑的性能可靠卸料器有氣動電動和手動三種驅動型式尾部改向滾筒張緊行程有300 500 800三種，用戶可接輸送距離的1100選取。
  4. The paper has disgussed the methods of strengthing space structure and glass roofs stiffenss. then has analyzed the rationality of supporting structure of glass roof. according as the existing nodes, new nodes have been given. resisting sllippage is tested simply, node conformation has been amended

    論文從結構力學位移計算公式出發，討論了提高空間結構剛度的有效途徑，並提出增強採光頂支承結構剛度的措施，進一步分析了新型採光頂支承結構的合理性。
  5. According to pkpm ' s general request, we have done primary development of the pre - process part and the post - process part of space - grid structure cad program in cfg graphic supporting system with object - oriented program language c + +. we have completed twenty - four kinds of modeling of normal space - grid structure and partial work of post - process part. finally, credibility of the system is verified by calculating examples

    依照pkpm的總體布局要求，採用面向對象的程序設計語言c + + ，在cfg圖形平臺上進行了空間網格結構計算機輔助設計前、后處理的初步開發，完成了二十四種標準網架、網殼的前處理建模及一部分后處理工作，並選用例題對程序進行了驗證，表明程序能提供方便實用的前、后處理功能，結構計算分析結果是準確可靠的。
  6. 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、轉換層樓板應力比較等模擬分析，得到型鋼混凝土梁式轉換層框支剪力墻結構較鋼筋混凝土梁式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。
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