載重構件 的英文怎麼說

中文拼音 [zǎizhònggòujiàn]
載重構件 英文
load-carrying member
  • : 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 ...
  • : 重Ⅰ名詞(重量; 分量) weight Ⅱ動詞(重視) lay [place put] stress on; place value upon; attach im...
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • 重構 : bpr
  1. The main components of the latter are multi - rib sandwich panels, including floor slabs and wall slabs. reinforced concrete conformation columns are set where the longitudinal walls and latitudinal walls intersect and copulative beams are set where floor slabs and wall slabs intersect. they play a role of linking and transferring loads, bearing a small part of loads at the same time

    無骨架體系的主要承是密肋夾芯板(包括樓板和墻板) ,縱、橫墻相交處設鋼筋混凝土造(連接)柱,墻板和樓板相交處設連系(圈)梁,連系梁和柱主要起連接和傳遞荷作用,也承擔少部分荷
  2. The system reliability analysis method of arch - bridge is presented based on the failure model of arch rib, which is the most important failure model of arch - bridge. the control sections of arch rib in the analysis of bearing capacity reliability are determined according to the " five - spot coincidence method ", which is often used in arch - bridge design with chinese code

    針對拱式橋結體系中的主要受力?拱肋進行分析,借鑒拱橋設計中的「五點合法」確定研究截面,進而根據該截面的不利情況確定荷布置型式。
  3. In the recent years, along with the construction of breasting dolphin, people put more and more attention to the interactional relation between laterally loaded piles and soil. but there is no domestic criterion about calculational methods of breasting dolphin

    50年代前,樁只作為承受軸向力的,隨著鋼樁在實際工程中的應用,樁的水平承性能越來越引起人們的視,尤其是柔性靠船樁在大變位情況時,國內尚無針對這種結的設計、施工規程。
  4. The confirmation also provides foundation to study superposed structure flexual member. 4 ) according to basic equations of strength of concrete, the study of concrete superposed flexural member at ultimate state emphasis on relationship between ultimate load and design parameters - am and ah. contrast with the test results and principles in code gb50010 - 2002, proposal and design method have been tabled

    4 )根據混凝土力學的三個基本方程,針對混凝土疊合式受彎力極限狀態的受力性能進行分析,著分析疊合式的極限承力與疊合式的兩個設計參數( _ m和_ h )之間的關系,並參照已有的試驗結果對力學分析的結果進行了對比。
  5. Based on practical project of inspecting, appraising and reinforcing a main heavy factory building, especially its steel crane girder system, of the second steel mill belonging to taiyuan steel & iron corporation, whose technology renovation leads to increase tonnage of many heavy cranes and vertical load of frame - bent structure, first the structure and its members were investigated, inspected, calculated and analyzed, and their reliability was appraised respectively and the strengthening projects or the measures to remedy were given. then, in accordance with the requirement to strengthen the girders under non - stop production, the feasibility of strengthening the crane girders by adding steel diagonal braces underneath the existing girders has been studied by inspecting and evaluating the strengthening effect of the crane girders and comparing with other reinforcing scheme

    本文結合太鋼(集團)有限公司第二煉鋼廠主廠房由於生產工藝改造要求,加大多臺型吊車噸位及bc跨( 1 ) ( 8 )軸線框排架各層豎向(設備)荷后,對廠房結,尤其鋼吊車梁系統進行檢測鑒定與加固設計的實際工程,首先對廠房結進行了現場調研、技術檢查、測試以及內力和承能力的計算與分析(考慮抗震) ,並根據檢測、計算與分析結果,對廠房結的可靠性進行了評定,並綜合提出鑒定結論和加固處理建議。
  6. Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries, this paper studies the construction technique ( method ) of building metro station under shield driven method, taking in guangzhou no. 3 metro line, and linhe xilu station as the actual object. according to station class, function and topography and geology, the station schemes of twin - bore tunnel ( island ), firstly, three parallel tunnels ( island ), tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed. secondly, the shape and main parameters of station structure on two schemes are analyzed with load - structure mode, for different overburden depth of tunnel and lining thickness, etc. thirdly, the construction process is simulated in 2d fem.,

    根據建站的規模、使用功能及站位地形地質條,提出了兩連拱結島式站臺車站、三條平行隧道島式站臺車站、三連拱結島式和側式站臺車站以及四條平行隧道島式和側式站臺車站方案;採用荷?結模式,對四種方案的主體結的形式和要參數進行分析研究,分不同的埋深、襯砌結厚度和拱形結的拱跨比進行了多組數值計算;採用平面有限元方法對四種車站結的開挖施作過程進行了模擬分析。
  7. Steel - concrete composite columns are the important load - bearing members in steel - concrete composite structures, in general cases, columns are subject to biaxially eccentric load and sometimes lateral load with its cross sections in various kinds of shape

    鋼-砼組合柱是組合結中的主要承,通常承受雙向偏心軸向荷、有時還伴有橫向荷的作用,其截面形式也多種多樣。
  8. Through the investigation research on practical damaged element, considering the effect of corrosion, high temperature, wet environment, damage ( crack ) on structural durability, bearing capacity. this paper established the reliability analysis method of large - scale industrial factory, and applied the fuzzy mathematics to establish the factor set and weight coefficient set on the basis of expert experience. an analyzed method for fuzzy evaluation of structural element and bent frame structure system reliability is put forward

    通過對實際結破損的調查,考慮腐蝕,高溫,環境潮濕,破損(裂縫)等因素對結耐久性、承力的影響,論文建立了大型工業廠房可靠度的計算方法,利用專家經驗和模糊數學方法建立了模糊評價的因素集和權集,對鋼筋砼結和廠房排架結體系進行了模糊評價。
  9. The alternative defensive ability of structures refers to their ability to adjust the internal forces automatically to avoid the continuation of damage and maintain the whole structure stability when local members failed unexpectedly due to abnormal events or severe local overloading

    摘要結的二次防禦能力是指結因突發事或局部嚴而造成部分突然失效時,結自行調整內力、阻止破壞過程的延續、保證結不發生整體破壞的能力。
  10. This dissertation generalizes the test on the full - scale reinforced concrete simply - supported slabs and three - span continuous slabs under fire at the normal loading condition. the conclusion can be drawn from the test about the deformation of the both kinds of slabs and the specimen section temperature distribution. meanwhile, the failure modes, mechanism and internal force redistribution of the continuous slabs are analyzed

    本文對足尺鋼筋混凝土簡支板、三跨連續板進行了恆下的受火試驗研究,通過試驗,給出了鋼筋混凝土簡支板和連續板在高溫下的變形、截面溫度分佈規律;分析了連續板的內力分佈和破壞機的特點。
  11. Concerning the tests, analyses, design and calculation of performances for light gauge steel framing, this paper focuses on following items : ( 1 ) the calculation of light gauge steel framed compound bearing walls ( lgsfcbw ) in compression and bending. based on north american specification and commentary for the design of cold - formed steel structural members, which was published by the american iron and steel institute, the detailed design requirements of wall stud assemblies are given considering the structural contribution of the attached sheathings and shear diaphragm is discussed briefly. then the calculational theoretic and method for sheathing braced wall stud assemblies complying with national code is brought up in compression and bending

    本文圍繞輕鋼龍骨體系結性能的試驗、分析、設計和計算,主要進行了以下四方面的研究工作: ( 1 )輕鋼龍骨復合承墻體的受壓、受彎計算:以美國鋼鐵協會發行的北美冷成型鋼設計規范及其規范說明為依據,點考慮罩面材料對墻龍骨設計的影響,給出了目前對承墻龍骨設計的具體要求,並對剪力蒙皮進行了簡要討論;然後提出了符合我國規范術語的剪力蒙皮作用的輕鋼龍骨復合承墻體(即罩面支撐墻龍骨)受壓、受彎的計算理論和方法;最後對提出的計算進行簡化,使之完全與我國規范相符。
  12. Members section of the steel truss are designed mainly according to vertical load, which earthquake load can not change. however, changes of members stress should be regarded, such as the steel truss members connecting shearwall

    鋼桁架轉換結設計主要受豎向荷控制,地震荷不改變其主控荷,但對地震荷作用下鋼桁架受力的變化應予以視,尤其是與豎向連接的鋼桁架兩端
  13. Abstract : the time - variant reliability analysis of ship hull girders subjected to the deg r adations of fatigue and corrosion is quantitatively carried out in this paper. th e analytical formulations are derived and simple program is compiled. as a case s tudy, the time - variant reliability of a vlcc tank is calculated. it shows that th e degradation effects of fatigue and corrosion are very important for the load - c a pacity calculation of thsip hull girders. after the second special inspection ( 10 years ), the detailed inspection should be done in order to guarantee the safety of ship navigation

    文摘:定量考慮船體疲勞裂紋擴展和環境腐蝕對船體梁承能力的雙衰減因素的影響,對船體梁的時變可靠性進行了分析,列出了時變可靠性分析公式並編制了相應的計算程序.以一艘大型油船的結可靠性為例,表明疲勞裂紋和環境腐蝕在第二個特檢年( 10a )之後對船體梁承能力有顯著的影響,此時開展詳細的船體結檢查對保證船舶營運的安全性具有要的意義
  14. There are many factors that made modern high building ’ s graphic layout become increasingly complex and irregular. those factors including the raising of china economic level, people ’ s aesthetic capacity to building already become more strict than before and the extremely fierce market competition in construction business. therefore, in high - rise building ’ s design, how to reduce even avoid all kinds of high - rise building ’ s potential damage caused by irregular horizontal layout

    高層建築結設計中,平面布置規則性是必須仔細考慮的因素,由於不規則平面布置結其平面質量中心即外荷合力作用點同剛度中心不合,導致同層同一方向上產生不同位移,使結繞剛心發生扭轉,嚴時導致結整體破壞,所以在實際結設計中,必須對結平面布置不規則問題提起足夠視。
  15. Therefore to carry out studies on centrifugal concrete - filled steel tubes under complex loads is of great value to popularize application of this structure

    因此,對離心鋼管混凝土結在組合作用下的承力性能研究,對于該的進一步推廣使用具有要意義。
  16. In industry, about over 80 % damages of the oscillatory components under dynamic loads are caused by the fatigue failure, but with traditional ndt methods, the damages ca n ' t be tested and evaluated before the fatigue crack coming into being, which result in serious accident in the long period running of these equipments

    工業生產中,約有80 %以上受動荷作用的振動破壞是由疲勞失效引發的,而傳統的無損檢測技術無法解決疲勞裂紋形成前損傷的檢測和評價問題,造成設備在長周期運行過程中發生嚴事故。
  17. Because of above demands, the program of simulation of response of the impact load is generated by fepg, deeply analysis to the program shows the meanings of parameters, function of subroutines and interface files, and compared with the result of experimentation, which indicate the difference is small enough, so can generate the computing source program of the grid structure. as the beginning research of the load identification, this thesis discusses the recognisation of cantilever beam by ga, and the result is well, but the program is limit by number of the parameters. finally show the path of accuracy improvement

    基於上述要求,本文利用fepg對格柵結在沖擊荷作用下的響應進行了數值模擬,生成了計算源程序,並對源程序做了詳細而細致的分析,對內部各程序中的變量含義、子程序功能和文介面做了詳細說明,並將模擬結果與實驗結果作了比較,結果表明, fepg在格柵結的計算結果與實驗結果相差較少,可以用來生成計算源程序,為下一步的格柵結研究提供參考。
  18. So the concrete beams reinforced with frps not only increase the flexural strength but also increase the stiffness and decrease it ' s max deflection, which is very important to increase the ability of resisting reflex of the original beams and the strength of the normal use limit status

    因此,纖維加固混凝土不僅提高了其抗彎承力,而且提高了其剛度,減小了最大撓度,這對于增加原梁抵抗變形的能力、提高正常使用極限狀態的承能力具有十分要的意義。
  19. The steel - concrete composite column is one of the main load - carrying members in the steel - concrete structure. in general cases, such a column is subject to biaxially eccentric loading with its cross sections in various kinds of shape

    鋼-砼組合柱是組合結中的主要承,通常承受雙向偏心荷的作用,其截面形式也多種多樣。
  20. Answer : " standard of dangerous building appraisal " ( jgj125 - 99 ) definition structure damages badly already, or bearing component part already belonged to critical component part, lose stability and carrying capacity possibly at any time, unwarrantable the building that live and uses security

    答: 《危險房屋鑒定標準》 ( jgj125 - 99 )定義結已嚴損壞,或承已屬危險,隨時可能喪失穩定和承能力,不能保證居住和使用安全的房屋。
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