1)effective optical moment等效光弯矩
2)moment equivalence弯矩等效
3)equivalent bending moment等效弯矩
1.Considering vertical and horizontal bending moment and tortile moment action together,equivalent bending moment is proposed in this paper to evaluate anti-bend capability of wall.针对基坑支护中深层搅拌桩墙围护结构出现的开裂,采用Mindlin厚板理论对其受力与变形性状进行弹塑性分析,建立了墙体的厚板力学模型和三维有限元分析模型,并编制了有限元分析程序;基于墙体受到纵向弯矩、横向弯矩和扭矩的综合作用,提出采用等效弯矩法评价墙体的综合抗弯性能;利用所编制的程序,获得了某基坑深层搅拌桩墙围护结构墙体水平位移和等效弯矩的空间分布规律;计算结果表明,墙体东侧环球广场横向支撑附加力的作用是使墙体形成破裂面的主要原因。
英文短句/例句
1.The Study on In-Plane Equivalent Bending Moment Coefficient of Tapered Portal-Frame-Column without Brace无侧移楔形变截面门式刚架柱平面内等效弯矩系数研究
2.DISCUSSION ABOUT MOMENT MODULATION COEFFICIENT OF ULTIMATE EQUIVALENT LOAD BALANCE METHOD极限等效荷载平衡法弯矩调幅系数探讨
3.While at the corner there are corner conditions: deflection or reaction also.沿每个边有两个边界条件：挠度或等效剪力，斜度或弯矩应分别等于沿边界的已给值。
4.The Influence of Cold-Formed Effect to Stress Capacity Performance of Cold-Formed Rectangular Hollow Section Beams;冷弯效应对冷弯矩形钢管梁受力性能的影响
5.A Solution Method of the Bending Moment of the Statically Indeterminate Beam with Constant Cross Section and Single-span;等截面单跨超静定梁固端弯矩的一种解法
6.Applying RTM to Resolve the Bending of Thick Rectangular Plates under Hydrostatic Pressure;功的互等法解静水压力作用下厚矩形板的弯曲
7.Behavior of concrete filled steel tubular beam-columns under eccentric loading of unequal end-moments不等端弯矩圆钢管混凝土偏压柱力学性能研究
8.Validity of FRP Strengthening in Negative-Moment Area of Frame-T-Beam论框架T形梁负弯矩区纤维布加固的有效性
9.Study of Critical Equivalent Crack of Three-Point Bending Beam;三点弯曲梁临界等效裂缝长度的研究
10.Moment Calculation of Cellular Voided Cast-in-Situ Concrete Two-Way Slab with Differential Span不等跨蜂窝式现浇混凝土空心双向板的弯矩计算
11.Slip Effect Analysis of Simply Supported Steel-Concrete Composite Beams under Negative Bending Moment;负弯矩作用下钢—混凝土简支组合梁的滑移效应分析
12.The beams are designed with respect to the bending moment.梁是按照弯矩设计的。
13.Discussing Force, Moment of Force, and Energy It Possesses that Magnetic Moment Receives in a Magnetic Field by Means of Equivalent Line-charge;用等效的“磁荷”讨论磁矩在磁场中受到的力、力矩及其所具有的能量
14.CALCULATING FORMULAS FOR EQUIVALENT STIFFNESS AND STABILITY OF CURVED BAR SIMPLY SUPPORTED AT BOTH ENDS两端简支弯曲杆件的等效刚度、稳定性计算公式
15.The Equivalent Width of Shear Wall in Bending at Non-planar;钢筋混凝土剪力墙平面外受弯等效宽度计算
16.Calculation Method for Equivalent Model of Regular Isolated Structure with Bend-shear Deformation规则弯剪型隔震结构等效模型计算方法
17.Equivalent beam-column method to estimate critical load for steel tubular arch under compression and bending压弯钢管拱极限承载力计算的等效梁柱法
18.On the influence of the bending moment waveform disturbance on the pure bending beam flexion弯矩波形扰动对纯弯梁弯扭屈曲的影响
相关短句/例句
moment equivalence弯矩等效
3)equivalent bending moment等效弯矩
1.Considering vertical and horizontal bending moment and tortile moment action together,equivalent bending moment is proposed in this paper to evaluate anti-bend capability of wall.针对基坑支护中深层搅拌桩墙围护结构出现的开裂,采用Mindlin厚板理论对其受力与变形性状进行弹塑性分析,建立了墙体的厚板力学模型和三维有限元分析模型,并编制了有限元分析程序;基于墙体受到纵向弯矩、横向弯矩和扭矩的综合作用,提出采用等效弯矩法评价墙体的综合抗弯性能;利用所编制的程序,获得了某基坑深层搅拌桩墙围护结构墙体水平位移和等效弯矩的空间分布规律;计算结果表明,墙体东侧环球广场横向支撑附加力的作用是使墙体形成破裂面的主要原因。
4)equivalent load secondary moment等效荷载次弯矩
1.In this paper,the principle and calculation method of equivalent load secondary moment and axial secondary moment are discussed,and the infection of secondary moment in moment modulation is analyzed,together with the sug-gestions of moment modulation for prestressed concrete frame with adopting the total control.探讨了预应力框架等效荷载次弯矩与轴次弯矩产生的机理及其计算方法,分析了次弯矩对弯矩调幅的影响规律,提出了考虑次弯矩影响的预应力框架弯矩调幅设计建议,该建议采用总量控制的方法,并考虑了次弯矩的有利作用与不利作用,可以对预应力框架调幅设计提供一些参考。
5)equivalent moment factor等效弯矩系数
1.The equivalent moment factor β t x ,involv.压弯构件平面外稳定计算涉及等效弯矩系数 βtx,设计规范规定的系数取值 ,对弯矩沿轴线变化的柱段有时过于保守 ;实腹的下段柱时常采用较薄的腹板 ,其宽厚比超出局部稳定允许的范围 ,此时如何计算柱段的平面外稳定 ,设计规范的规定有欠细致 ,对上述问题提出了改进建
2.The equivalent moment factors of non-uniform bending beams,on various loading cases by finite element and finite difference methods are presented.比较了在美国ANSI/AISC 360—2005,英国5950—1—2000,加拿大CAN/CSA—S16—2001,澳大利亚AS 4100—1998,日本AIJ—2002和我国GB 50017—2003七本钢结构设计规范中,受弯构件稳定设计的计算公式,介绍了许多学者关于这一问题的理论分析和试验研究成果,着重介绍了用有限单元法、有限差分法等数值法给出的,在多种横向荷载作用下非均匀受弯构件等效弯矩系数βb的表达式。
6)equivalent bending moment coefficient等效弯矩系数
1.On the basis of this the optimum value of equivalent bending moment coefficient is put forward,which is avaliable for stability analysis of wind column.针对横向荷载作用下的压弯构件进行稳定分析 ,提出了当端弯矩不等时等效弯矩系数的最优解 ,特别有利于抗风柱等一类构件的稳定分析。
2.There are many researches about tapered member domestic and overseas, but the limitation of majority researches is ultimate bearing capacity, rarely has the research in equivalent bending moment coefficient.尽管国内外对变截面构件的研究不少,但大部分局限于研究极限承载力,在等效弯矩系数方面鲜有研究。
延伸阅读
等效1.效用相同。
