角撐架 的英文怎麼說
中文拼音 [jiǎochēngjià]
角撐架
英文
angle bracket-
The truss comprises four plane trusses each two panels and each panel has one diagonal brace.
桁架由四個平面桁架組成，每兩個節間及每個節間均有對角撐。The model aims at minimizing the sum of braces stiffness at given story drift angle limitation
它的特點是在相同的層間位移角限值下，所求得的框架各層耗能支撐剛度之和最小。Information sensing is provided by transducers which detect relative angular displacements between the gyro gimbal and the supporting case.
信號的敏感是由能探測陀螺框架和支撐結構間的相對角位移的傳感器來提供的。Corrosion may have played a role here as well : the minneapolis bridge ? what ' s known as a deck steel truss bridge ? was a concrete roadway supported by gridwork of steel
金屬的銹蝕也許在這些事故中扮演者某種角色：明尼阿波利斯橋是一座鋼板桁架橋，也就是有鋼格來支撐混凝土橋面。With the rapid development in chinese economy, the steel structure and thin - walled colded - formed steel structures have been widely used in building constructions. the colded - formed angle members are one of important member in steel structures and are widely used in transmission towers, trusses and bracing members by its easy connection and erection
隨著我國經濟的飛速發展，鋼結構冷彎薄壁型鋼結構在建築中應用越來越多，冷成型角鋼構件是鋼結構中的一類重要構件，它具有易安裝和連接方便的優點廣泛應用於塔結構、格構柱、桁架結構及支撐等結構。This paper applies nonlinear finite element program bsnfem to analyze the behaviors of eccentrically braced steel frames under cyclic load. the study that comprehensive and systematic analyze the factor of links length, thickness of links flange, distance of links rib, thickness of links rib and angle of brace to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel frames have been some studied before. this paper fills the black in the filed factor of high - span ratio, brace stiffness and brace - to - beam connections to be changed affect energy - dissipation capacity of d shape and k shape eccentrically braced steel trames and any factor to be changed affect energy - dissipation capacity of y shape eccentrically braced steel frames
對耗能梁段的長度、耗能梁段腹板的厚度、耗能梁段翼緣的厚度、耗能梁段加勁肋的間距、耗能梁段加勁肋的厚度、支撐的夾角等因素的改變對d形、 k形偏心支撐鋼框架耗能的影響，前人已有一些研究，本文對這些因素的影響進行了全面系統的分析，完善了理論分析的不足；而結構高跨比、支撐剛度、支撐與梁的連接形式等因素對d形、 k形偏心支撐鋼框架破壞機理的研究以及各種因素對y形偏心支撐鋼框架破壞機理的影響，則很少有人涉及，本文對此也進行了深入系統的分析，填補了這一研究空白。The whole dissertation can be divided into 9 chapters, which are mainly engaged on the comparative theories of the common balance and the partial balance, and the methodology of the demonstration and criterion economics to do the analysis and res earch on the purpose of making relatively thorough and deep assessment on the policy - making and related improvement suggestions on such areas as the implement performance of the agriculture policies, the requirement structure of agriculture, the structure of employment, the basic elements and arrangement of agriculture production, the sustainable development of agriculture and the agriculture internationalization etc. the basic innovative points of the dissertation are as follows : ( 1 ) to establish a systematic framework for the research on the policies of agriculture industry and the structure of agriculture industry ; the framework for grand agriculture industry structure ; the framework of subject relationship in the agriculture socialized service system ; the circulation framework of sustainable development for agriculture ; the model framework for corporation development for agriculture institution ; ( 2 ) to expand the external scope of the concept of agriculture ; ( 3 ) to put forward the ideas of the corporation orientation by restructuring and innovating the present agriculture operational institution ; ( 4 ) to raise the viewpoints to set up the quality standard system for agriculture produce and to initiate the same system of the internal and external trade ; ( 5 ) to offer the suggestions on guiding the development of the township and private enterprises through the industry policies ; ( 6 ) to raise the innovative viewpoint by way of the systematic analysis on agriculture and the employment structure of the countryside, the district arrangement, technological innovation and the marketing system of agriculture produce ; ( 7 ) to put forward the comprehensive thinking way to broaden the logistics services for agriculture produce ; ( 8 ) to raise the new idea of the agriculture supporting system and the policy suggestions on expanding the areas for the government to support agriculture industry, reorganization of agriculture insurance system and aid to the weak masses of the countryside
本課題是在國家農業產業政策不斷完善和產業經濟學科科學發展的背景下，從農業產業政策的實踐出發，從大農業產業結構、組織、技術、資金、勞動力、土地等資源配置以及區域布局、國內外關聯等角度，以農業產業政策與農業發展的互動關系為切入點，提出了農業產業政策調整取向，初步形成和發展了政策理論。全文共分9章，主要運用一般均衡和局部均衡比較等理論，實證、規范經濟學研究等方法進行探討，對農業產業政策實施績效、農村需求結構、就業結構、農業生產要素和布局、農業可持續發展、農業國際化等命題以及對策建議作了比較全面深入的評析。本課題研究主要有以下創新觀點：初步搭建了農業產業政策和結構理論框架，設計了政策和結構體系圖；延伸了「農業」概念外延，提出了「大農業」的構想；提出了農業產業經營組織再造和創新的公司化發展方向，設置了農業產業化、公司化發展模式圖和產業化公司模型圖；設計了農業可持續發展良性循環圖和農業資金投入效益模型圖；提出了建立農產品質量標準體系、推行內外貿一體制的觀點；建立了農業保障體系參照圖，建議通過產業政策引導鄉鎮、私營企業和「三資」企業發展；剖析農村勞動力就業結構、區域布局、科技創新、農產品市場體系；提出了加大農產品物流配送的整體思路；提出了農業支撐體系新觀念及擴大政府支農范圍、重構農業保險體系、扶持弱勢群體的政策建議。Each supporting metal bracket must have at least three anchor bolts installed
支撐角架最少要用三顆系穩螺絲Through the comparative text of the four reinforced concrete frames braced with the eccentric steel, which have the same shapes, materials, dimension and the different brace form, several parameters of these frame behavior, such as side stiffness, limit load and energy consume ability, were studied. the limit state of these frames were analyzed
本文通過對四榀具有同一外形尺寸及配筋而具有不同型式的偏心角鋼支撐的鋼筋砼框架和一榀相同尺寸及配筋的鋼筋砼框架的對比性試驗，研究了上述結構的抗側剛度、極限承載力及結構的耗能等各項指標，探討了偏心角鋼支撐鋼筋砼框架結構的受力特點，並對其極限狀態進行了理論上的分析。Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel
應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結果相一致的結構倒塌破壞模式，然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式，從所求的權限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。Aaa ( authentication, authorization, accounting ) is the key of oss, in this theis, the aaa protocols and application requirement is analyzed first, and then the design the implementation of aaa subsystem are described in detail including following topics : introduced basic concepts of ftth based on epon, then show the whole architecture of our ftth network ; analyzed oss architecture running on broadband system and the aaa subsystem ; analyze and design aaa component in detail, in which we make out the solution through problems and integrated them to the whole system ; extended standard radius protocol and focus on the designation and implementation of authentication based on web ; according to the designation and implementation in my work, i designed a series testing, and improve original designation through test
本文針對aaa （ authentication ， authorization ， accounting ）協議和應用需求進行了較深入全面的研究，並設計實現了該子系統，主要包括以下內容:介紹了基於epon的城域ftth寬帶網路的基本概念，然後從整體的角度介紹了我們的ftth網路的結構;分析了在此網路之上的運營支撐系統總體框架和aaa子系統在運營支撐系統中的作用;對該網路和運營系統中的認證授權進行了詳細的分析和設計，提出解決問題的方法，形成設計方案;對標準協議進行了擴展，其中詳細介紹了基於web的用戶認證授權方案的實現和相關配置。針對我所設計和實現的子系統設計了一系列的測試，通過測試改善和優化了部分功能，且給出了測試結果。Coal mining method in the deeply inclined coal seams with hydraulic powered shield supports on single leg sustai
大傾角煤層單腿支撐式柔性掩護支架採煤法Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。Based on traditional bracing system of wind tunnel testing, a system of hanging brace of large angle of attack was designed, which can reduce frame interference
基於傳統的風洞試驗支撐系統，設計了能減小支架干擾的大攻角張線式支撐系統。Modern designed steel cabinet built up with welded rectangular steel tubes. swing away control panel mounted on a tubular steel arm. heavy duty machined u - shaped frame for the roll assembly
現代設計的櫃式結構是由角鋼焊接而成。搖臂式控制面板由管狀鋼架支撐。輥組件置於堅固的u型鋼結構中。This thesis contains six parts, the first part is about the introduction which mainly discusses the research background thesis frame mostly innovation and mostly conceptions ; the second one is mainly about the summarization of theory which summarizes the theory of corporation cluster correlated with manufacturing base ; the third one is mainly about the discussion of the mutual action between zhejiang province advanced manufacturing tee and human resource supporting from the academic angle, namely the inducement factor of manufacturing base is human resource, meanwhile the the formation of manufacturing base will drive the convergency of human resource ; the fourth one is mainly about the discussion of mutual action between the advanced manufacturing base and the human resource supporting from positivism angle, which dissertates the state of human resource of the four overseas manufacturing base and the domestic manufacturing base of changjiang river triangle area zhujiang river triangle area and the rounding bohai area ; the fifth one mainly discusses the actuality of current manufacturing base in zhejiang province and the cause, and the conclusion is that the mutual action between the manufacturing base of zhejiang province and human resource hasn " t formed ; the sixth one mainly bring forword the corresponding measure which can promote the mutual action between the advanced manufacturing base of zhejiang and human resource supporting
本文共包括六塊內容，第一塊內容是緒論部分，主要論述了選題背景、論文框架、主要創新點和主要概念的界定；第二塊內容是有關的理論綜述部分，對與製造業基地相關的企業集群理論進行了歸納總結；第三部分是從理論的角度論述了先進製造業基地同人才支撐之間存在著互動關系，即在製造業基地形成以人才為主要的誘導因素，而在製造業基地形成后又會對人才的集聚產生推動作用；第四部分則是從實證角度分析了先進製造業基地同人才支撐之間存在著互動關系，其中分別討論了國外的四大世界製造業基地和國內長三角、珠三角和環渤海灣製造業基地的人才流動狀況；第五部分主要論述了浙江省當前製造業基地存在的一些現狀及其原因，得出了浙江省當前的製造業基地還沒有同人才形成有效的互動關系；第六部分主要是提出了促進先進製造業基地同人才支撐形成互動的相應措施。When pile up the roller in the wall or ( carriage vertixally ), the best gradient is 5 - 8
輥棒靠墻（或支撐架）豎直堆放時，傾斜角度5 - 8度為宜。Besides, this paper makes nonlinear finite element analysis on concrete - filled crft frame and crft braced frame, then design methods on crft braced frame structure are introduced, proposed values of elastic and elastic - plastic story drift in crft braced frame structure are presented
本文還對方鋼管砼框架和方鋼管砼支撐框架進行了非線性有限元全過程分析，提出了方鋼管砼框架?支撐結構的設計方法，給出了方鋼管砼框架?支撐結構彈性及彈塑性層間位移角的建議限值。分享友人