t-section中文是什么意思

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中文翻译
造句

t型截面
t形断面, 丁字断面
t形钢
t形截面
丁字剖面
丁字形截面

t 中世纪罗马数字的160。
section n. 1. (外科、解剖的)切断；切割；切开。 2.【外 ...
a a section a-a剖面
a-a section a-a剖面
in this section 本节内容; 在这部分
s section 文件科
section n. 1. (外科、解剖的)切断；切割；切开。 2.【外科】切片，【金相】磨石。 3.(果子的)瓣。 4.【数学】截口。 5.截面(图)；剖面(图)；断面(图)。 6.段；断片；部分。 7.部件；零件。 8.部门；部；处；科；组；股；【工业】工段。 9.木材的切口。 10.(文章等的)节[段落]；(条文等的)款；条；项。 11.轮廓。 12.【音乐】(乐队的)乐器组。 13.(团体的)派；党；(社会的)阶层；界。 14.区域；地段；分区；区划。 15.【矿物】采区；【生物学】派；亚属。 16.(铁路的)区间。 17.〔美国〕一平方英里的面积。 18.【军事】班；(炮兵)排；〔英国〕小队；〔美国〕小分队。 a vertical section 纵断面。 a cross [transverse] section 横断面。 a horizontal section 水平断面。 an oblique section 斜断面。 a microscopic section (显微镜检查用的)切片。 an accounts section 会计科。 a section leader 【军事】班长；(炮兵)排长。 build in sections 分段制造。 convey in sections 拆开搬运。 vt. 解，拆(船等)；把…分(成)节[段、组]，区分；作截面图；(做显微镜检查用)将…切(成)片。 body section 机身；床身。
t section t 形部分; t 字钢; t形部分; t字钢
t-section t 形所面
section by section 节进; 一段一段的
seismic section cross section section 地震断面
base section = bed section 基础节
cartographic section cartography section 地图编绘组
coincide section, revolved section 重合剖面
cross section; transverse section 横断面; 横剖面
echelon section offset section 阶梯剖视
section a subsection section 分段第1小分段
section a subsection section b 分段第1小分段
section modulus of transformed section 次粱; 换算截面模量
section, cross-section 剖面
a caesarian section 剖腹生产
a section of a log 一截木头
a section of a pipe 管子的一段
a section of highway 一段公路
a section; a length 一截

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例句与用法

Theory analysis in this paper pointed out that the flexural - torsional buckling is the usual form of t - section steel . so the slenderness ratio of flexural - torsional buckling should be used when people give out the b / t ratio by the " equal stability " conception . initial stress , defects and tangent modulus are include in the deduce of the paper to get a rational b / t ratio
通过理论分析指出轴心受力剖分t型钢整体失稳以弯扭屈曲为主，所以在运用“等稳定”方法确定腹板宽厚比限值时应与杆件的扭转长细比“挂钩” ，并以此为出发点考虑残余应力、初始缺陷，应用切线模量推导出了较为合理的腹板宽厚比限值公式。
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
在结果分析中，应用非线性有限元分析程序，采用混凝土块单元、接触分析及单元“死活”等分析方法对试验梁进行全过程分析，给出了一种碳纤维布加固rc梁的数值研究方法。
This paper firstly deals with the t - section columns " elastic local buckling , elastic overall buckling and elastic interactive buckling . after these , we use the fem software ansys to do further research on t - section columns " inelastic local buckling , inelastic overall buckling and inelastic interactive buckling . the research is focused on the effect of local buckling on the load carrying capacity of overall buckling
本文对t形截面的局部失稳和整体是首先进行了弹性情况下的进行了理论与ansys分析，然后用ansys对弹塑性情况下局部失稳，整体压弯失稳，整体弯曲与局部相互作用下的失稳进行了分析。
In these paper we use the following rule to determine the width - to - thickness ratio : if the local buckling has visible effect on the overall buckling capacity , then this width - to thickness ratio should not be exceeded based on the resul ts obtained , we proposed a new formula for the limitation of the ratio of h / tw of the t - section columns " webs
根据局部失稳对整体失稳不应该有显著影响的原则，最后得到t形截面压杆腹板的宽厚比限值计算公式。本文对规范修订和工程应用有一定的参考作用。
In theory research based on truss theory , the effective length of the cfrp sheet and ultimate capacity of paste layer is introduced , then the calculation procedure of the ultimate shear capacity of rc t - section beams strengthened with cfrp laminates is put forward , so did the reinforcement design method of normal service phase
基于桁架理论，引用有效粘贴长度的概念，以粘贴层所能承受的极限抗力为计算控制参数，提出了碳纤维布对钢筋混凝土t梁极限承载力及正常使用阶段的加固计算方法。
From the experiments , the number and width of fracture are obviously decreased , and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring , premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure , the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case , because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly , the reinforcement effect maybe decrease
试验结果表明，粘贴碳纤维布显著减小了钢筋混凝土t梁的裂缝数量和宽度，抑制了裂缝的开展，对提高普通钢筋混凝土构件耐久性有重要作用；采用适当的锚固措施可以有效防止构件发生早期破坏，提高构件的极限抗剪能力；对于有锚固的粘贴方式，有预加载的t梁抗剪极限承载力明显高于无预加载的t梁。试验还表明，在无锚固的情况下，用碳纤维布作抗剪加固后的t梁破坏较突然，有可能使梁的加固效果出现负效应。