例句與造句

1. Code for design of steel structures in port engineering
   港口工程鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范
2. Code for design of steel structures
   鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范
3. Code for design of steel structure coolers and exchangers frame in petrochemical enterprises
   石油化工企業(yè)鋼結(jié)構(gòu)冷換框架設(shè)計(jì)規(guī)范
4. Considering the impact on the inner force caused by deformation , the analysis based on the inner force of the steel frame structure has been revised in the new edition of code for design of steel structure ( gb 50017 - 2003 )
   為了考慮變形對(duì)內(nèi)力的影響，我國(guó)新的《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 ( gb50017 - 2003 )對(duì)鋼框架結(jié)構(gòu)的內(nèi)力分析進(jìn)行了修正。
5. Inchinese code for design of steel structures , a second - order simplified method toconsider p - effects using the amplified parameter is put forward . in itscommentary , some examples are analyzed
   我國(guó)現(xiàn)行鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范( gb50017 - 2003 )中提出了通過放大系數(shù)的二階簡(jiǎn)化分析考慮p -效應(yīng)的方法，并對(duì)該方法進(jìn)行了算例誤差分析，得出了其適用的范圍。
6. It's difficult to find code for design of steel structures in a sentence. 用code for design of steel structures造句挺難的
7. In active code for design of steel structures , axially compressed members are calculated not as torsional - flexural buckling but as flexural buckling with equivalent slenderness ratio , residual stress and initial geometry imperfection are also taken into account as flexural buckling
   我國(guó)現(xiàn)行鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范( gb50017 )采用換算長(zhǎng)細(xì)比的方法將彎扭失穩(wěn)等效為彎曲失穩(wěn)，其殘余應(yīng)力和初始幾何缺陷均按彎曲失穩(wěn)考慮。
8. The applicability of present code for design of steel structures ( gbj17 - 88 ) is calculated and analyzed by monte carlo finite element method and traditional first order reliability method . it is approved that the monte carlo finite element method is right
   分別采用蒙特卡羅（ montecarlo ）有限元法和傳統(tǒng)的一次二階矩法（ form ）對(duì)現(xiàn)行《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 （ gbj17 - 88 ）的適用性進(jìn)行了計(jì)算和對(duì)比分析，從而證實(shí)了蒙特卡羅（ montecarlo ）有限元法的正確性。
9. 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(shí)將我國(guó)新修訂的《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 gb50017 - 2002中，關(guān)于框架體系支撐條件的論述引入到錯(cuò)列桁架的穩(wěn)定分析中，提出了強(qiáng)支撐錯(cuò)列桁架體系和弱支撐錯(cuò)列桁架體系的概念以及具體的劃分標(biāo)準(zhǔn)，使得錯(cuò)列桁架的穩(wěn)定分析可以與新規(guī)范很好的對(duì)接，為設(shè)計(jì)人員的使用提供了理論保障。
10. This thesis points out a theoretical and experimental analysis of the ultimate load - carrying capacity and deformation of the un - braced ideal steel frames . it evaluates the practicality of the book code for design of steel structure ( gb 50017 - 2003 ) in analysis the internal force of steel frames , and gives some suggestion on the structure analysis and design of steel frame
    本文對(duì)理想鋼框架的極限承載力和變形進(jìn)行了理論與試驗(yàn)兩方面的系統(tǒng)分析，評(píng)估了新的《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 ( gb50017 - 2003 )關(guān)于鋼框架結(jié)構(gòu)內(nèi)力分析條文的適用條件，為鋼框架的結(jié)構(gòu)分析和設(shè)計(jì)提出了一些建議。
11. Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally , a program for calculating semi - rigid with incremental - iterative method has been
    本文的目的就是為半剛性連接鋼框架的設(shè)計(jì)提供一種既符合工程實(shí)際又簡(jiǎn)便易行的計(jì)算方法，供規(guī)范使用過程的補(bǔ)充、延伸或參考；同時(shí)，也將促進(jìn)半剛性連接鋼框架設(shè)計(jì)技術(shù)的發(fā)展，為提高結(jié)構(gòu)安全性能、節(jié)省工程成本發(fā)揮應(yīng)有的作用。本文首先介紹了常見的幾種應(yīng)用較為廣泛的梁柱連接彎矩轉(zhuǎn)角關(guān)系模型，在分析比較的基礎(chǔ)上，選用richard ? abbott函數(shù)模型作為外伸端板連接彎矩轉(zhuǎn)角關(guān)系模型，通過對(duì)34個(gè)外伸端板連接的實(shí)驗(yàn)數(shù)據(jù)與回歸分析得到的參數(shù)比較可知，經(jīng)回歸分析得到的此模型參數(shù)與實(shí)驗(yàn)數(shù)據(jù)符合較好。然后用彈簧表征連接點(diǎn)的轉(zhuǎn)動(dòng)剛度，根據(jù)梁的轉(zhuǎn)角位移方程推導(dǎo)出半剛性連接的剛度矩陣，在單元?jiǎng)偠染仃囍锌紤]了節(jié)點(diǎn)柔性、幾何非線性和剪切變形的影響，并對(duì)固端力進(jìn)行了修正，最后用增量迭代法編制有限元程序進(jìn)行計(jì)算和分析。
12. Code for design of steel structure gb50017 - 2003 , the being employed code in china , has codified the basic theory about second - order analysis , but there is no criteria about second - order drift , and the drift limits in the code can be only used in first - order lateral displacements analysis . therefore , it is urgently that researches are needed on second - order drift analysis and on how to establish the new limits for second - order drift . it ’ s a practical problem that researching how to establish second - order drift limits , and some conditions relative practical engineering are required to be taken into account
    我國(guó)現(xiàn)行規(guī)范《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范》 ( gb50017 - 2003 )已經(jīng)將二階分析的原理列入其中,但規(guī)范中尚未涉及二階側(cè)移計(jì)算的有關(guān)內(nèi)容,規(guī)范中規(guī)定的側(cè)移限值也僅限于對(duì)一階側(cè)移的約束,這就迫切需要對(duì)二階側(cè)移計(jì)算方法進(jìn)行研究,以及確立考慮二階效應(yīng)后鋼框架結(jié)構(gòu)的側(cè)移限值。
13. Through analysis of some examples , with the methods of first order elastic analysis , second elastic analysis and the notional load approaches recommended in the book code for design of steel structure ( gb 50017 - 2003 ) and other methods , it carries act a comparative analysis of the frame structure . the result shows first order plastic analysis would be taken in calculation of the frame structure when < 0 . 1 . however , when > 0 . 1 and < 0 . 25 , the second order elastic analysis would be taken and the imaginary horizontal load is dealt with the defects of frame structures , or the method in this thesis would be taken
    結(jié)果表明，當(dāng)0 . 1時(shí)，可以采用一階彈性分析進(jìn)行框架結(jié)構(gòu)的計(jì)算；當(dāng)0 . 1且0 . 25時(shí)，應(yīng)采用二階彈性分析計(jì)算框架的內(nèi)力，可以用假想水平荷載法考慮缺陷對(duì)內(nèi)力的影響，也可以用本文方法進(jìn)行分析；當(dāng)0 . 25時(shí)，考慮二階效應(yīng)后，一階彈性分析與二階彈性分析所得的位移相差較大，說明二階效應(yīng)非常顯著，應(yīng)增加框架的側(cè)向剛度。