短柱的英文

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英文翻译
造句

bitt
duckpins
puncheon
short column
stub
stump

短 short; brief
短柱石 goureite; narsarsukite
短柱状 short prismatic
长瓣短柱茶 camellia grijsii hance
短柱开采法 open end method; openendmethod
短柱硫银矿 daleminzite
短柱色谱法 short-column chromatography
短柱状习性 short columnar habit
防护短柱 hurter
三斜短柱 triclinic branchy-prism
斜方短柱 rhombic brachyprism
短柱；支柱；打印器；凿子 puncheon
末端成型短柱 dummy end stub; end stub
三斜全面短柱 triclinic holohedral brachyprism
分区短柱开采法 block panel system
短柱支撑的底层地板 post-supported flood
山头顶点的短柱山墙小柱 gablepost
短肘下石膏 short below elbow
短肘后肌 short anconeus muscle
短轴褶皱 brachy fold; brachyfold
短轴穹隆 brachydome
短轴钻机 short-shaft borer; stub shaft drill

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例句与用法

For deriving the formula of the concrete filled steel tube short column subjected to axial compress we use the forth strength principle that is the shape energy ratio principle and get the formula when the steel gets into plastic stage
在推导钢管混凝土轴心受压短柱承载力公式时，论文利用第四强度理论(即形状比能理论)推导出钢管进入塑性状态时的应力公式和三向应力状态下混凝土的破坏准则公式。
Abstract : this paper explores the problem of short column in the aseismic design of high - rise building , presenting the method of short column identification and describing the measures to improve its aseismic behavior . it can be a reference for designers
文摘:对高层建筑抗震设计中存在的短柱问题作了论述，指出了判定短柱的正确方法，对改善短柱抗震性能的措施进行了阐述，可供设计人员处理短柱问题时参考。
The styly of thrum flower of p . merrilliana is about twice as high as that of p . cicutarrifolia . moreover , the thrum papillae are frequently longer and also more crowded than the pin papillae , whereas the size of pollen of p . merrilliana is 1 . 6 times that of p . cicutarrifolia
安徽羽叶报春长柱花花柱约是短柱花花柱的两倍高，且长柱花柱头突起长而密，短柱花的柱头突起短而疏，但短柱花的花粉约是长柱花花粉大小的1 . 78倍。
Compared the test results of the ultimate bearing capacity with computation of formulae provided by good c d and et al , the slightly modified cai - shaohuai formula was most accurate to calculate the ultimate bearing capacity of rpc filled in steel tube short columns
运用极限平衡法推导出钢管活性粉末混凝土轴心受压短柱极限承载力计算公式，并将实测承载力和各公式的计算值相比较，蔡绍怀公式最能预测钢管活性粉末混凝土的极限承载力。
Basing the analysis on the experimental data , the author provides the load - bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing of hoop , which is of great practical value
摘要通过实验数据的分析，提出了轴心受压复合方箍短柱正截面承载力的计算公式并给出了配箍特征值与箍筋间距的关系，具有一定的实用价值。
Through the analysis of theoretical study a unified strength criterion of concrete under triaxial loading conditions has been established . at last , according to the analysis of theoretical study we can get the limit bearing capacity formula of the concrete filled steel tube short column subjected to axial compress
在此二公式的基础上，得出钢管的侧压力与混凝土强度提高系数的关系。综合以上推出的公式，得到钢管混凝土轴心受压短柱的承载力公式。
The cold - formed square hollow section columns are widely used in various structures such as building structure , trusses , space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold - formed square hollow section columns under axial load , the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold - formed square hollow section is presented by finite element analysis , and is compared with the result given by classical elastic buckling theory ; ( 2 ) the elastic - plastic non - linear behavior of the cold - formed square hollow section columns analyzed by ansys is presented ; ( 3 ) by using material model , and geometry nonlinear analysis , the cold - formed effect to stub columns of cold - formed square hollow section is studied ; ( 4 ) by using an material model , the geometry nonlinear analysis , the influence of initial geometrical imperfection to stub columns of cold - formed square hollow section is also analyzed ; ( 5 ) the load carrying capacity of the cold - formed square hollow section columns , which are including the cold - formed effect and influence of initial geometrical imperfection is analyzed by non - linear finite element , and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018 - 2002
冷弯方管作为轴心压杆广泛用于房屋结构、桁架、网架、塔架以及海洋平台等结构中，本文主要研究轴心受压冷弯方管的承载力性能，内容主要包括以下一些： ( 1 )对冷弯方管的弹性临界应力进行有限元分析，并与经典理论结果进行对比，以验证有限元程序的适应性； ( 2 )阐述冷弯方管采用有限元弹塑性非线性分析理论及应用ansys软件的非线性分析方法； ( 3 )采用弹塑性模型，考虑几何非线性及材料非线性，对不同宽厚比的轴心受压冷弯方管柱的冷弯效应进行有限元非线性分析研究； ( 4 )考虑冷弯效应对屈服应力的影响，对不同宽厚比的轴心受压冷弯方管短柱在不同初始变形下的承载力性能进行有限元非线性研究； ( 5 )考虑冷弯效应、几何初始变形，对不同长细比和不同宽厚比的轴心受压冷弯方管长柱的承载力性能进行有限元非线性研究，并与试验结果以及我国现行规范gb50018 ? 2002计算结果进行对比分析。
Abstract : based on the test and analysis of 12 short restrained reinforced concrete columns with intermediate longitudinal bars , an analysis model is established to calculate the shear bearing capacities of the short columns subjected to axial load , bending moment and shear force , and with the intermediate longitudinal bars considered , the calculating formulae are derived
文摘:根据12根配有中间筋的钢筋混凝土约束短柱试验与分析，建立了弯、剪、压复合应力状态下构件受力分析的力学模型，由此导出了考虑中间筋作用的构件抗剪承载力计算公式。
Abstract : considering the action of soil lateral compression on the single base with short column and the research result of the piles , the calculation to the effect of soil lateral compression on the base is put forward . according to the calculation results , the design method of the single base with short column considering the soil lateral compression is given . it ' s apparent that the design method here can save concrete and reinforcement compaired with the one without considering the lateral action of soil
文摘:考虑土壤侧压力对带短柱独立基础的作用，基于对桩的研究结果，提出土壤侧压力及对基础受力影响的计算，根据分析计算结果提出了考虑土壤侧压力作用的带短柱独立基础的设计方法，显然这一计算方法较未考虑土壤侧压力作用的计算方法合理并能节约砼及钢筋
In order to investigate the mechanics properties of square cft ( concrete - filled tubular ) stub columns with binding bars under unilateral eccentric loads , 14 specimens were tested by considering the parameters such as the steel ratio , the load eccentricity ratio and the location of the binding bars
摘要为了解带约束拉杆方形钢管混凝土短柱在单向偏心荷载作用下的力学性能，进行了14个试件的偏压试验，主要研究截面含钢率、荷载偏心率以及约束拉杆设置对带约束拉杆方形钢管混凝土短柱偏压力学性能的影响。