- 分析程序
- procedure: n. 1.工序，過程，步驟。 2.程序，手續(xù)；方法；訴訟 ...
- analysis: n. (pl. -ses ) 1.分解，分析；【數(shù)學(xué)】解 ...
- analysis procedure: 分析過程
- procedure analysis: 程序分析; 工序分析; 過程分析; 過程化分析
- complex analysis procedure: 綜合分析法：
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procedure of analysis中文什么意思
- 分析程序
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- Now , we give the procedure of analysis . first , we make a principal components analysis and a factor analysis for the collected data
在具體分析過程中，我們首先對所給數(shù)據(jù)進行主成分分析和因子分析，并依據(jù)兩種方法分別排序。 - 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
對連接性能的這種理想化假設(shè)簡化了鋼框架的分析和設(shè)計過程，卻不能反映結(jié)構(gòu)工作的實際情況，計算結(jié)果誤差很大，有時甚至?xí)玫藉e誤的結(jié)論。 - The best way is to integrate these two means . the thesis concludes that on dealing with the complexity of the real system , it ' s important to provide a procedure of analysis and design . we can perform analysis and design according to the procedure and employ different means
作者認為，面向?qū)ο笙到y(tǒng)分析方法和設(shè)計方法有很大的優(yōu)越性，可是，在面對復(fù)雜系統(tǒng)時，要解決系統(tǒng)中的困難，需要一個過程來指導(dǎo)系統(tǒng)分析和設(shè)計活動，結(jié)合應(yīng)用優(yōu)秀的系統(tǒng)分析和設(shè)計方法。 - According to the experimental result , the nonlinear finite element software which offers contact analysis , concrete mass element and the birth and death capabilities is used in the whole procedures of analysis and new numerical analyzing method of shear capacity of existing rc t - section beams using cfrp composites is included
在結(jié)果分析中，應(yīng)用非線性有限元分析程序，采用混凝土塊單元、接觸分析及單元“死活”等分析方法對試驗梁進行全過程分析，給出了一種碳纖維布加固rc梁的數(shù)值研究方法。 - 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)計提供一種既符合工程實際又簡便易行的計算方法，供規(guī)范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設(shè)計技術(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34個外伸端板連接的實驗數(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)與實驗數(shù)據(jù)符合較好。然后用彈簧表征連接點的轉(zhuǎn)動剛度，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，在單元剛度矩陣中考慮了節(jié)點柔性、幾何非線性和剪切變形的影響，并對固端力進行了修正，最后用增量迭代法編制有限元程序進行計算和分析。
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