section property造句
例句與造句
- in many beams, the section properties are clearly not uniform .
在許多梁中，其截面特性很明顯是不均勻的。 - the item section property is the indexer for a
[section]屬性是作為節(jié)設(shè)置的 - section property is the indexer for a
的索引器，而 - section property whose value is
的節(jié)屬性 - confocal microscope ( cm ), with a higher resolution capability and 3d optical sectioning property, can implement sample detection with large scale and no damnification
共焦顯微鏡,憑借其較高的分辨能力和三維光學(xué)層析特性,可實(shí)現(xiàn)樣品大范圍、無(wú)損傷探測(cè)。 - It's difficult to find section property in a sentence. 用section property造句挺難的
- with this information, which is obtained through reflection, the asp . net configuration system creates the section property objects and performs the required initialization
這些信息可通過(guò)反射獲取，asp.net配置系統(tǒng)使用該信息來(lái)創(chuàng)建節(jié)屬性對(duì)象并執(zhí)行所需的初始化。 - the minimum shear resistance of beams in the paper is close to the one in the code for design of concrete structures " gb50010-2002'. according to the actual project, the destroy of 448 kinds of beams are analyzed by computer by taking account of the effective coefficient " " of the strength of concrete confined by hoops, the relationship with the section property of beams, the critical point of the arch-rib failure transiting to the shear-compression failure which is advanced in the anti-theory, and the contribution to the beam's shear resistance of the concrete in the shear-compression zone
引用箍筋約束混凝土的有效系數(shù)，利用其與梁截面特性的關(guān)系并結(jié)合理論分析中提出的梁剪壓破壞與斜壓破壞的分界點(diǎn)，同時(shí)考慮了剪壓區(qū)混凝土的抗剪貢獻(xiàn)，從工程實(shí)際出發(fā)，編程擬算了448種梁構(gòu)件的破壞情況，計(jì)算結(jié)果表明，梁發(fā)生在剪壓破壞范圍內(nèi)的最大抗剪承載力值比混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范gb50010-2002值略高。 - owner earnings gains basically ought to be used at capital of compensatory and special maintenance, also can set according to what owner violates this ordinance the 65th times greatly, agree without owner congress, do sth without authorization of property management company changes property management to use the utility of the room, by administration of estate of government of people of place of prefectural class above director branch instructs deadline to correct, give a warning, be in 10 thousand yuan of above 100 thousand yuan of the following amerce; have profit, earnings gains is used within property management section property is common place, common the maintenance of facilities facilities, conserve, odd part is used according to the decision of owner congress
業(yè)主所得收益應(yīng)當(dāng)主要用于補(bǔ)充專(zhuān)項(xiàng)維修資金，也可以按照業(yè)主大第六十五條違反本條例的規(guī)定，未經(jīng)業(yè)主大會(huì)同意，物業(yè)治理企業(yè)擅自改變物業(yè)治理用房的用途的，由縣級(jí)以上地方人民政府房地產(chǎn)行政主管部門(mén)責(zé)令限期改正，給予警告，并處1萬(wàn)元以上10萬(wàn)元以下的罰款；有收益的，所得收益用于物業(yè)治理區(qū)域內(nèi)物業(yè)共用部位、共用設(shè)施設(shè)備的維修、養(yǎng)護(hù)，剩余部分按照業(yè)主大會(huì)的決定使用。 - indicated from the results : influenced by geometric parameters analyzed above, the effect on tube filler hollow floor is similar with box filler hollow floor; though differing from section properties between these two structures, the bear bending rigidities in the two perpendicular directions are almost the same
結(jié)果表明:薄壁筒芯空心樓板受以上分析的各幾何參數(shù)的影響效果與薄壁箱體空心樓蓋很相似;雖然兩種結(jié)構(gòu)的截面特性不同,但抗彎剛度在兩正交方向基本相同。 - the main purpose of this paper is to realize the section properties and moment capacities of profiled sheets by experimental study and academic analysis for three types of profiled metal sheets which are called u450, u860and super combination profiled metal sheets produced by shanghai baosteel metallurgical construction corporation . its main contents include : ( l ) according to " european recommendations for the testing of profiled metal sheets ", the moment capacities of 32 full-size u450 and u860simple and continuous specimens are tested . ( 2 ) using the finite element program ansys and nonlinear finite element method, the moment capacities of super combination profiled metal sheets profiled are analyzed
主要內(nèi)容有：(1)依據(jù)《金屬壓型鋼板試驗(yàn)歐洲建議》，進(jìn)行了32塊1:1的u450、u860二類(lèi)壓型鋼板試件簡(jiǎn)支、連續(xù)板彎曲性能試驗(yàn)研究；(2)采用有限元程序ansys對(duì)超級(jí)組合壓型鋼板受彎性能進(jìn)行了非線(xiàn)性有限元分析，分析中考慮了大變形與幾何初缺陷，得出其荷載?撓度曲線(xiàn)與極限荷載p_(max)，通過(guò)截面特性與曲線(xiàn)斜率、極限荷載的關(guān)系式得到截面特性；并將分析結(jié)果與同濟(jì)大學(xué)試驗(yàn)結(jié)果進(jìn)行對(duì)比分析。