t-section造句
例句与造句
- Two t - sections are battened between the stems
在两个t形断面梗部之间用钢钣条连接。 - Aerospace series - extruded t - section , in aluminium alloys - dimensions
航空航天系列.铝合金挤压t型材.尺寸 - Aerospace series - extruded t - section , in aluminium alloys - dimensions
航空航天系列. t形铝及铝合金挤压件.尺寸 - In this paper , shear capacity of existing rc t - section beams using cfrp composites is discussed
本文主要研究了碳纤维布对钢筋混凝土t梁的抗剪加固。 - Aerospace series - extruded t - section , in aluminium alloys - dimensions ; german and english version en 2050 : 2001
航空航天系列.铝合金挤制t形型材.尺寸 - It's difficult to find t-section in a sentence. 用t-section造句挺难的
- So to decide if the t - section steel can be used in structure is a urgent problem
腹板宽厚比超过此限值的t型钢能否用作轴心压杆，是推广应用这种新材料亟待解决的问题。 - The t - section steel which is cut lengthways from hot - rolled h steel is widely used because of it ' s high quality
由热轧h型钢纵向切开而成的剖分t型钢，因良好的效益而被广泛应用。 - The entrance to center gai is right next to qfront . center gai extends to the next t - section where you can see tokyu hyakkaten honten
您可以参观节目制作的后台，还可以体验未来的3d高清晰度电视剧场。 - Theory deduce , experimentation and finite element analysis ( fea for short ) are carried out on b / t ratio of t - section steel
本文从理论分析、试验研究、有限元计算三方面研究了剖分t型钢腹板局部屈曲及宽厚比限值。 - Based on the experiments of five models of rc t - section beams , the ultimate shear capacity of rc t - section beams strengthened with different number of plies , paste formats and initial loads is evaluated
以五片t梁模型破坏试验为基础，研究了碳纤维布粘贴层数及方式和二次受力对钢筋混凝土t梁抗剪极限承载力的影响规律。 - 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。
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