frame brace造句
例句與造句
- Expression to determine the critical load of frames braced by flexural - typed bracings was presented . how the bracing beams influence the buckling modes of the frames when the bracing stiffness is increased was also investigated
進一步，根據(jù)彎曲型支撐剛度與框架臨界荷載的變化關(guān)系，得到了使框架發(fā)生無側(cè)移失穩(wěn)的彎曲型支撐臨界剛度的計算式。 - During the transverse analysis , as the discussion of frame bracing condition that exists in the new vision < code for design of steel structures > gb50017 - 2002 has been lead into the stability analysis of staggered truss system , the concept of strong and weak bracing staggered truss system , and the concrete dividing standard are also given , so that makes the staggered truss stable theory have a good link with the new code , and provide theory guarantee for designers
橫向分析時將我國新修訂的《鋼結(jié)構(gòu)設(shè)計規(guī)范》 gb50017 - 2002中，關(guān)于框架體系支撐條件的論述引入到錯列桁架的穩(wěn)定分析中，提出了強支撐錯列桁架體系和弱支撐錯列桁架體系的概念以及具體的劃分標(biāo)準(zhǔn)，使得錯列桁架的穩(wěn)定分析可以與新規(guī)范很好的對接，為設(shè)計人員的使用提供了理論保障。 - 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(jié)構(gòu)的抗側(cè)剛度、極限承載力及結(jié)構(gòu)的耗能等各項指標(biāo)，探討了偏心角鋼支撐鋼筋砼框架結(jié)構(gòu)的受力特點，并對其極限狀態(tài)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(yīng)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(jié)果相一致的結(jié)構(gòu)倒塌破壞模式，然后根據(jù)虛功原理建立了結(jié)構(gòu)在極限狀態(tài)時極限承載力的計算公式，從所求的權(quán)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(jié)構(gòu)破壞模式對偏心角鋼支撐框架結(jié)構(gòu)進行極限分析是一條可行的途徑。 - Based upon the elastic stability analysis of flexural - and - shear - typed bracings ( includes vertical beam and vertical truss ) , criterions for classifying the types of bracings were presented in this thesis , where the bracings were divided into flexural , shear and flexural - and - shear types . the stability of frames braced by vertical beams was investigated
本文通過對彎剪型支撐(包括實腹式懸臂柱和桁架式支撐結(jié)構(gòu))的穩(wěn)定性研究，提出了支撐的區(qū)分標(biāo)準(zhǔn)，根據(jù)此標(biāo)準(zhǔn)支撐結(jié)構(gòu)可以被劃分為彎曲型支撐、剪切型支撐和彎剪型支撐三類。 - It's difficult to find frame brace in a sentence. 用frame brace造句挺難的
- This paper analyses the annotated rules of the reinforcement news of the frame brace expressed in " plane method " construction drawing , sums up the expressed characteristics of the reinforcement news of the frame brace , the object - oriented method is adopted to get the expressed pattern of the reinforcement news of the frame brace ; based on the character of autocad graphics , excogitated a layering method of recognizing autocad format engineering graphics information by imported the idea of web hiberarchy and computer organizing hiberarchy ; the method which is automation contract information of dxf format are got through analyzing the data structure of autocad dxf format ; presenting a practice scheme of the frame brace steel bar information recognizing system , researching the kernel tech of the system and programmed it , discussing existing problem and resolved method and improving it of the system ; lastly , it tests and verifies the feasibility and validity of the method which is got through reading the working drawing of a actual engineering expressed in " plane method " and after running the programming of this paper . in this paper , it makes the determination of steel length in construction and computer of engineering quantity in the budget to achieve reading drawing and statistics voluntarily
對“平法”施工圖中框架柱鋼筋信息的注寫規(guī)則進行了深入分析和研究，對完整反映框架柱鋼筋的各類信息表達特點進行了歸納，在此基礎(chǔ)上利用面向?qū)ο蟮某绦蛟O(shè)計方法及c + +語言建立了描述框架柱鋼筋所有信息的表達模型；根據(jù)autocad格式圖形的特點，引入了網(wǎng)絡(luò)層次結(jié)構(gòu)及計算機系統(tǒng)分層體系的思想，研究出一套適用于autocad格式的工程圖形信息識別的層次化方法；對autocad的dxf文件的數(shù)據(jù)格式進行深入地分析，并在此基礎(chǔ)上得出讀取dxf文件的方法，獲得所需的鋼筋信息；運用層次化圖形識別方法，給出了框架柱鋼筋信息識別系統(tǒng)的具體實現(xiàn)方案，對系統(tǒng)采用的核心技術(shù)進行了研究并進行了具體的編程實現(xiàn)，討論了系統(tǒng)存在的實際問題與解決方法及對系統(tǒng)的進一步完善；最后用一個實際工程實例，通過運用本文的程序后所得的結(jié)果，檢驗了該模型的正確性和該方法的有效性。