- 先行后列
- row: n. 〔口語〕吵嚷，吵架，爭(zhēng)吵；譴責(zé)；打架； What ...
- column: n. 1.【建筑】圓柱；圓柱狀物〔如煙柱〕。 2.【軍事 ...
- column row: 先列后行
- elementary row and column operation: 初等的行與列運(yùn)算
- elementary row and column operations: 初等行與列運(yùn)算
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row column中文什么意思
- 先行后列
下載手機(jī)詞典可隨時(shí)隨地查詞查翻譯
例句與用法
- A new row is automatically added to the table after you enter values in row columns
在行列中輸入值后，新行將自動(dòng)添加到表中。 - For complex tables , e . g . those with several logical levels of heading and complex formats , interim subtotals and non - uniform row column formats and with a large amount of information disseminated , suitable markup or a linear representation of the table will make the information much more accessible
對(duì)于載列大量資訊的復(fù)雜圖表，例如：有多層邏輯結(jié)構(gòu)及復(fù)雜格式附連暫計(jì)數(shù)目及部份的行列有不統(tǒng)一的格式的圖表，以適當(dāng)?shù)臉?biāo)記或以直線表達(dá)方法展示圖表會(huì)使資訊更易于閱讀使用。 - C ompared the results of structural period , displacement and internal forces of mode 1 with mode 3 , we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures , decrease lateral - deformation of the structures , especially decrease the maximum inter - storey displacement obviously , and get the internal forces and deformation of the whole structure more uniform . from the analysis results , it can be found that the maximum axial force gets less with hypo - frame than without it , and the maximum shear force and bending moment get more with hypo - frame than without it . thus it can be seen that the mainframe can be an independent structure system by itself , but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design , otherwise the mega structure can be unsafe , in addition , from the comparing analysis , it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column
通過3個(gè)算例方案1和方案3結(jié)構(gòu)周期、位移和內(nèi)力反應(yīng)的比較分析可知，次框架可以進(jìn)一步增加巨型鋼框架結(jié)構(gòu)的抗側(cè)剛度，減少結(jié)構(gòu)側(cè)向變形，特別是明顯減少了結(jié)構(gòu)最大層間位移，使整個(gè)結(jié)構(gòu)的內(nèi)力與變形分布更為均勻；次框架的加入使主框架柱最大軸力較無次框架情況減少，而主框架柱的最大剪力和彎矩較無次框架情況都有所增加，由此可知，雖然主框架本身可以成為獨(dú)立的結(jié)構(gòu)體系，但在分析設(shè)計(jì)時(shí)，還應(yīng)該考慮主、次框架協(xié)同工作，進(jìn)行整體分析、整體設(shè)計(jì)，否則結(jié)構(gòu)會(huì)偏于不安全。