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stability bearing capacity
相关语句
  稳定承载力
     Analysis and Comparison of Stability Bearing Capacity of Steel Compression Members with Section Type d
     d类截面受压钢构件稳定承载力的分析比较
短句来源
     1. On the basis of establishing the model of the axial tensile members of the prestressed concrete filled steel tubular,two-step design method is used to explain the principle of work and the stability bearing capacity of the structure at the stage prestressing is analyzed;
     1.在建立预应力钢管混凝土轴心受拉构件模型的基础上,用两阶段设计法阐述了其工作机理,并对结构在预应力施加阶段的稳定承载力进行了理论分析;
短句来源
     On the basis of establishing the model of axial tensile members of prestressed concrete filled steel tubes, a two-step design method is used to explain the principle of work and the stability bearing capacity of the structure at the stage what prestressing is analyzed.
     在建立预应力钢管混凝土轴心受拉构件模型的基础上,用两阶段设计法阐述了其工作机理,并对结构在预应力施加阶段的稳定承载力进行了理论分析。
短句来源
     As the examples, the stability bearing capacity of simply supported steel beam with the initial geometric displacement is studied. The critical span of structure with stability is obtained.
     在算例中对六四式铁路军用梁标准三角拼组简支梁考虑初始几何位移对梁的稳定承载力进行了分析 ,给出了该结构考虑稳定时的临界跨度
短句来源
     So for thick-walled double channels with welding composite section, the combined effects of the cold-formed and welding residual stresses shall be considered to assure the stability bearing capacity.
     因此,对厚壁双冷弯槽钢焊接组合截面构件而言,确定其稳定承载力时应考虑焊接残余应力和冷弯残余应力的共同影响。
短句来源
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  稳定极限承载力
     In the meanwhile, applying this modeling program and analysis program, we analyze the stability bearing capacity of the structure, which proves the software is practical.
     利用该建模程序和SUPER SAP分析程序对其进行了稳定极限承载力分析,使软件的实用性得到验证。
短句来源
     Based on the elasto\|plastic anisotropic damage constitutive model of the constructional steel,the method of double nonlinear shell FEM is adopted to analyze the I shape steel cantilever beams under the action of cyclic cross direction loads. The formulas of stability bearing capacity of the beams are suggested.
     L . 格式的壳体大挠度双重非线性有限元分析方法 ,对工形截面悬臂钢梁进行循环荷载作用下的滞回性能分析 ,提出钢梁在循环荷载作用下的稳定极限承载力的计算公式
短句来源
  “stability bearing capacity”译为未确定词的双语例句
     FINITE PLEMENT PARAMETRIC MODELING AND STABILITY BEARING CAPACITY ANALYSIS OF ARCHED CORRUGATE METAL ROOF
     金属拱型波纹屋面有限元参数建模及稳定极限承载力分析
短句来源
     A study on the stability bearing capacity of fastener-style tubular steel formwork-supports
     扣件式钢管支模架稳定承载能力研究
短句来源
     This characteristic makes local stability bearing capacity of the structure drop suddenly.
     这一特性使结构的局部稳定性承载能力急剧下降。
短句来源
     When the stability bearing capacity are smaller than a certain external load, the structure will lost stability in part and withdrawn the load finally, lead to destruction such as collapsing wholly or breaking.
     当稳定性承载能力小于某一外载荷时,结构最终以局部丧失稳定退出承载,导致整体塌垮——折断的表观破坏。
短句来源
     On the other hand,since the width-to-thickness ratio of the corrugated channel sections greatly exceeds the upper limits of the rules of The Technical Code of Cold-Formed Thin-Wall Steel Structure (China),the stability bearing capacity of the structure is largely affected by local buckling behavior of the channel sections.
     另外,截面板件的宽厚比已大大超过我国冷弯薄壁型钢结构技术规范规定的上限,其局部屈曲承载能力成为影响结构极限承载能力的主要因素之一.
短句来源
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Thinking of the elastic-plastic behavior of the bick masonry and the initial geometrical imper-fections of the member,stability analysis of axially compressed members for brick masonry is car-ride out.The values calculated with the obtained formula about stability bearing capacity are closeto the experimental results. The lateral deflection formula of the member is deduced when ultimatestrength is achieved. From the obtained stability factor formula of the centrally compressed column,it is noticed...

Thinking of the elastic-plastic behavior of the bick masonry and the initial geometrical imper-fections of the member,stability analysis of axially compressed members for brick masonry is car-ride out.The values calculated with the obtained formula about stability bearing capacity are closeto the experimental results. The lateral deflection formula of the member is deduced when ultimatestrength is achieved. From the obtained stability factor formula of the centrally compressed column,it is noticed that besides the ratio of height to thickness , the stability factor depends also on the com-pressive strength of the brickwork rather than the strength grade of the mortar alone.

考虑砖砌体的弹塑性性能和构件初始几何缺陷的影响,对砖砌体轴心受压构件进行了稳定分析。分析得出的稳定承载力算式的计算结果与试验值较接近,并得出了达极限承载力时构件的侧向挠曲值的算式。由分析所得轴心受压柱的稳定系数算式可以看到,稳定系数除与构件的高厚比有关外,还与砌体的抗压强度有关,而不应是与砌筑砂浆的强度等级有关。

The analytical method of eccentrically axial compressive members is applied for the analyses of stability bearing capacity of (high strength) concrete filled steel tubular members subjected to axial compression, by the cosidering of initial deflection of 1/1000 length of the member.Calculating formula for the stability ratio is deduced.The theoretical results agree with those of tests satisfactorily.

采用考虑构件具有千分之一杆长的初挠度,利用对偏压构件承载力的计算方法分析钢管(高强)混凝土轴心受压构件的稳定承载力,推导了稳定系数的计算公式。理论分析结果与试验结果吻合良好。

The main span of Lanxi bridge on Anxi county in Fujian province is down - bearing concrete - filled - steel - tube(CFST)rigid - framed tied arch. This kind of structure not only has the advantage of convenient to build as a fixed arch, but also economics the substructure for its tie rods and its design calculation. The structure inner - forces and its out - surface elastic stability are calculated by space finite elements program of SAP93. The inner - surface stability bearing capacity is checked by a...

The main span of Lanxi bridge on Anxi county in Fujian province is down - bearing concrete - filled - steel - tube(CFST)rigid - framed tied arch. This kind of structure not only has the advantage of convenient to build as a fixed arch, but also economics the substructure for its tie rods and its design calculation. The structure inner - forces and its out - surface elastic stability are calculated by space finite elements program of SAP93. The inner - surface stability bearing capacity is checked by a simplified method that the arch is set as a simple CFST column. The tie robsand hanger robs are checked referring to the cable of cable - stayed bridge. The main point of construction is also introduced in this paper.

福建省安溪县兰溪大桥主跨跨径为80m的下承式钢管砼刚架系杆拱,这种结构既具有固定拱施工方便的优点,又由于系杆承担了绝大部分的水平推力,使下部结构工程数量较省.本文介绍了兰溪大桥主跨的方案设计要点和计算要点.结构受力分析和面外弹性屈曲采用SAP93程序进行空间分析,面内稳定验算采用钢管砼等效简支柱简化计算方法,系杆和吊杆则参照斜拉桥中斜拉索的规定进行验算.同时介绍了施工要点

 
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