1) flexural strength coefficient
墙端弯矩增大系数
1.
By means of revered cycle loading tests on the two specimens of short shear wall and unbonded prestressed floor system, the authors analyze the effect on the flexural strength coefficient between walls and beams of cast-in-placed slab and torsion beam.
通过对短肢剪力墙无粘结预应力楼盖结构体系2个顶层梁、墙肢、预应力现浇板组合体的试验研究,分析了结构体系中现浇板、受扭连梁等对短肢墙墙端弯矩增大系数的影响。
2) 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。
3) 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。
4) 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。
5) amplification factor of column moment
柱弯矩增大系数
6) moment amplification factor of column
柱弯矩增强系数
补充资料：端州古城墙
端州古城墙
广东仅存的完整古城墙，位于肇庆市区内人民南路一带，始建于宋代，呈长方形，周长280.2米，制高点在城北披云楼。目前城墙高出地面10米，城墙两侧由砖砌成，中间夯土，外围共有28个城垛，城砖规格达40多个品种，是历史上曾多次修葺的见证。当年广西壮族首领侬智高反宋，端州太守丁宝臣因无城墙防守，弃城而逃。侬智高失败后，官府于公元1053年始筑土城墙，至明末共修城墙十一次。清代又修葺了九次。新中国成立后历年都重视维修城墙，在江滨堤路建成之前，城墙起着防洪的作用，目前城墙基本完好。
交通：乘3路公交车到底就到了城墙脚下。此外9、10、17路皆能到达。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。