圆形偏压构件,eccentric compressed cylinder members
1)eccentric compressed cylinder members圆形偏压构件
2)circular section member in eccentricity compression圆形截面偏心受压构件
英文短句/例句
1.The Research on the Cross Section s Bearing Ability of Lightweight Aggregate Concrete Eccentric Compressed Cylinder Member;轻骨料混凝土圆形截面偏心受压构件正截面承载力研究
2.Calculation of the Strength and Checking of the Strength About Large Eccentric Compression Members Made of Reinforced Concrete with Circular Section钢筋混凝土圆形截面大偏心受压构件的强度计算
3.Discussion about"Analysis of Correlation Curves between the Axial Force of Eccentrically Pressed Member with Rectangular Cross Section and the Bending Force Moment;关于“矩形截面偏心受压构件轴力——弯矩相关曲线分析”的探讨
4.Application of M-N correlation curves to the calculation of a section of lightweight aggregate concrete circular section members under eccentric loadsM-N相关曲线用于轻骨料混凝土圆形截面偏压构件截面的计算
5.The circle section is rather reasonable for axial compressed member.在轴向受压构件中,用圆形截面也是合理的。
6.Calculating Method for Bearing Capacity of R.C. Eccentric Compression Member with Circular Section by MathCAD;钢筋混凝土圆形截面偏压构件承载力的MathCAD计算方法
7.Theoretical Research on the Load Capacity of Eccentric Compressive Circular Section Column by Enclosed Reinforcement;围套加固偏心受压圆截面柱承载力理论研究
8.Research on Bearing Capacity of Eccentric Compression Members with Combined Angle Iron Coross-Section双角钢十字组合截面偏心受压构件承载力试验研究
9.Calculation Method for Bearing Capacity of Right Section of Steel Box-concrete Compound Member under Eccentricity Load钢箱-混凝土组合偏心受压构件正截面承载力计算方法探讨
putational Method of Analysis on Bearing Capacity of Shaped Section Steel Reinforced Concrete Eccentric Tension Compression Members异形截面钢筋混凝土偏心拉压构件承载能力分析的电算方法
11.Research on Behavior of Inequiaxial Specially Shaped Column Subjected to Biaxial Compression;不等肢异形截面双向偏心受压柱性能研究
12.The limit of dimension eccentric compression under the situation of rectangle asymmetric reinforcement矩形截面不对称配筋下大小偏心受压的界限
13.Calculation of Bearing Capacity of Axial Compression Short Column with Round Cross-Section Reinforced by Enlarging Cross-Section Method扩大截面加固轴心受压圆截面短柱承载力计算
14.Research on Hydroforming of Profiled Cross-section Hollow Component;异形截面空心结构件内高压成形工艺研究
15.The Stability Calculation of Slight Sections Column Pressed by Single-direction Eccentric Force;窄截面柱单向偏心受压时的稳定计算
16.DISCUSSION ON COMPUTATIONAL NORMAL SECTION STRENGTHENING OF AXIAL COMPRESSION MEMBERS轴心受压构件正截面加固计算方法探讨
17.Theoretical study on the reduced coefficient of asymmetrical cross-section for aluminium columns铝合金轴心受压构件截面不对称性系数研究
18.Function Analysis of Short-Round Bridge Pillar under Axial Loading Reforced by Enlarging Section;扩大截面加固轴心受压圆截面短桥柱受力性能分析
相关短句/例句
circular section member in eccentricity compression圆形截面偏心受压构件
3)eccentrically compressed members偏压构件
4)eccentrically-compressed member偏压构件
1.In this paper,design reliability analysis of aluminum alloy structural members,including axially-compressed members,beam members andeccentrically-compressed members,is carried out based on test results.以试验数据为基础,对铝合金结构基本构件(包括轴压构件、受弯构件和偏压构件)进行了设计可靠度分析。
2.In this paper,load-carrying capacity experiments of 45eccentrically-compressed members of domestic structural 6061-T6 alum inum alloy were carried out,and existing data of 12 sim ilar experiments were collected.通过对国产铝合金偏心受压构件进行大规模数值计算,得到了1920条偏压构件弯曲失稳的相关曲线。
5)eccentric compression members偏压构件
1.Discussion is held on the affecting factors on the bearing capacity ofeccentric compression members of concrete filled steel tubes with steel tubular initial stress.对有钢管初应力的钢管混凝土偏压构件承载力的影响因数进行了探讨,介绍了目前国内对该类构件承载力计算的两种方法,并将两种方法的计算结果进行了比较,分析了两者的计算误差,以进一步加深对钢管混凝土这一复杂结构的认识。
2.In different periods or different codes in our country,different design formulas of eccentricity magnification coefficient ofeccentric compression members have been adopted,which therefore results in relative designers\" certain difficulty in understanding those different formulas.由于我国不同时期不同规范对钢筋混凝土偏压构件偏心距增大系数采用的计算公式不同,导致相关设计人员对不同的偏心矩增大系数计算公式在理解上产生了一定的困难。
6)member subjected to biaxial bending and axial compression双偏压构件
延伸阅读
在AutoCAD中偏心圆锥与偏心圆台实体的画法现在要画一个偏心圆锥,底面在WCS的XY平面上,圆心(0,0,0),半径100,顶点(300,0,400)在ZX平面上. 1)连接PA,PB. A(-100,0,0) B(100,0,0)图1在当前坐标下: 2)延长PA到C,使PA=CA;延长PB到D,使PB=DB;3)连接CD;4)以CD为直径画圆;5)用XLINE命令中的二等分选项作角CPD的角平分线PO,交CD于O;6)过O作CD的垂线,交圆于E,F;图27)用三点UCS命令,取三点为:O,P,C; 8)过点O作PO的垂线GO,交PC于G;图39)再次用三点UCS命令,取三点为O,F,G; 10)现在就可以画椭圆锥了!cone-e-c-捕捉O点-捕捉F点-捕捉G点-a-捕捉P点;图411)回到WCS,剖切椭圆锥 SL-选择椭圆锥-回车-XY-回车-捕捉P点.12)删除辅助线条.图5
