1.
Probing into the relation between moment modification factor and section corner of the reinforced concrete structure;
钢砼结构弯矩调幅系数与截面转角关系的探讨
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.
The Research on the Calculate Rigidity of Frame Beam and the Research on Amplitude Regulation Coefficient of Bending Moment Within Beam End;
框架梁计算刚度放大系数与梁端弯矩调幅系数的研究
4.
The Research on the Calculate Rigidity of Frame Beam and Amplitude Regulation Coefficient in Reason Value of Bending Moment within Beam End;
框架梁计算刚度与梁端弯矩调幅系数合理取值的研究
5.
Moment Redistribution in Prestressed Continuous Steel-concrete Composite Beams with External Tendons;
体外预应力钢—混凝土连续组合梁的弯矩调幅
6.
Discuss on Simulate Analysis and Moment Modification in Prestressed Concrete Frame;
预应力混凝土框架模拟分析及弯矩调幅探讨
7.
The emphasis of the paper is placed on the influence of the secondary moment and the axial prestress on the moment redistribution.
重点讨论了预应力连续梁中次弯矩和轴向预压力对弯矩调幅的影响。
8.
Study on Internal Force Redistribution and Moment Modification in Prestressed Concrete Frame;
预应力混凝土框架塑性内力重分布与弯矩调幅的研究
9.
Experimental Study and Analysis of Prestressed Subassemblage Concrete Frame on Moment Modification;
预压装配式预应力混凝土框架弯矩调幅实验研究与理论分析
10.
The Analysis of Moment Magnifier for Reinforced Concrete Arch Bridge;
钢筋混凝土拱桥弯矩增大系数的分析
11.
Moment Amplification Factors of Columns in Frame-Flexural Bracing Systems and the Overall Elastic Stability;
框架—弯曲型支撑体系中框架柱的弯矩放大系数及整体弹性稳定
12.
Torque Balance Speed-Regulation System Based on Torque Setpoint Limit System for Spiral Welded Pipelines Electromotor
基于转矩给定限幅的螺旋焊管线电机转矩平衡控制调速系统
13.
amplitude of wave-exited ship bending
波浪引起的船体弯矩幅值
14.
Analysis of Moment Magnification Factor for Reinforced Concrete Rib Arch
钢筋混凝土肋拱桥弯矩增大系数计算分析
15.
Buckling Coefficient of Steel and Concrete Composite Beams with External Tendons Under Negative Bending
体外预应力组合梁负弯矩下的稳定系数
16.
When the cnd momcnls of reinforced concrete frame beams arc readjusted, the variation of midspan bending moment of the beams is analgzed in this paper, and a calculation method is proposed
本文对钢凝混凝土框架梁端调幅后跨中变矩弯化进行分析,提出计算方法。
17.
It is shown that the secondary moment can facilitate the moment redistribution when the rotational capacity of plastic hinge is not enough.
从理论上证明了预应力次弯矩在塑性铰转动能力不够时能提高连续梁弯矩调幅能力的这一观点。
18.
The methods for calculation of additional vertical bending moment and confining bending moment of flanges are deducted, and the type and quantity of radial reinforcements are proposed.
为此，导出了竖向附加弯矩和法兰盘约束弯矩的计算方法，提出了径向联系筋的形式及数量。