1) amplification factor of moments at bottom section of column
柱底弯矩增强系数
2) moment amplification factor of column
柱弯矩增强系数
3) amplification factor of column moment
柱弯矩增大系数
4) moment augment factor of column
柱端弯矩增大系数
1.
Gived some suggestions to the improved degree of moment augment factor of column in Code for Seismic Design of Buildings,in order to reduce the probability of column hinge.
对《建筑抗震设计规范》中的柱端弯矩增大系数的提高幅度提出一些建议,以降低柱铰产生的可能性,使实际结构满足"强柱弱梁"的设计要求。
2.
The theory and the survey from the disaster in Wenchuan Earthquake show that valuing moment augment factor of column according to the criterion isn\'t enough to certify for the target to‘Strong Column and Weak Beam\'.
理论分析与震害调查均表明,按照现行规范的柱端弯矩增大系数取值并不足以保证实现强柱弱梁的目标。
5) moment magnification factor
弯矩增大系数
1.
The efficiency analysis of moment magnification factor at ends of columns of a frame;
框架结构柱端弯矩增大系数有效性分析
2.
As a geometric nonlinearity analysis example in non-perfect system,this paper applies the analytical method to solve moment magnification factor of the eccentric compression bar,and uses structure instability judgement criterion of analytical method for the stability analysis.
作为非完善体系几何非线性分析的例子,本文应用解析法求解了偏心受压杆的弯矩增大系数,并用解析方法的结构失稳判断准则,进行了稳定性分析。
6) moment magnification ratio
弯矩增大系数
1.
Based on the non-linear analysis method, the moment magnification of concrete and masonry piers is calculated, and affecting behavior of every primary factors is analysed, A calculating formula of the moment magnification ratio for designing is established.
采用非线性计算方法,分析影响圬工桥墩弯矩增大系数各主要因素的性质,建立用于设计的弯矩增大系数实用计算公式,并通过回归分析,建立了有关系数的表达式。
2.
Based on the practical stress-strain relation of the materials,the moment magnification ratio of concrete and masonry piers is calculated,by use of the non-linear analysis method,in the present paper.
基于材料的实际应力—应变关系,采用非线性分析方法,计算混凝土及石砌桥墩墩身截面弯矩增大系数。
补充资料:底柱
1.山名。在三门峡黄河急流中,其形如柱,故名。现已炸毁。底,也写作"砥"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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