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.
Relations of the Cycle Function Method,the Matrix Method and the Equivalent Enthalpy Drop Method
循环函数法、矩阵法与等效焓降法之间的联系
4.
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
5.
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
6.
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
7.
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
8.
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
9.
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。
10.
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
11.
Analysis and Comparison of Displacement Impact Coefficient with Moment Impact Coefficient of Simple-supported Beam
简支梁位移冲击系数与弯矩冲击系数大小分析与比较
12.
Algorithm of Equal Line Sum Decomposition for Sample Correlation Coefficient Matrix
样本相关系数矩阵的等行和分解算法
13.
Buckling of Stepped Columns & Moment Amplification Factor of Columns in Frame-Shear-flexural Bracing Systems;
阶形柱的稳定及框架—弯剪型支撑体系中框架柱的柱端弯矩放大系数
14.
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
15.
RESEARCH ON THE BENDING MOMENT COEFFICIENT OF THE ELASTIC CONTINUOUS BEAM WITH EQUIDISTANT TWO POINTS LOAD
三分点集中荷载作用下连续梁弯矩系数取值研究
16.
BUCKLING COEFFICIENT OF STEEL-CONCRETE COMPOSITE BEAMS IN NEGATIVE BENDING
钢-混凝土组合梁在负弯矩作用下的屈曲失稳系数研究
17.
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。
18.
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