1.
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
2.
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
3.
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
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.
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
6.
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
7.
Numerical Simulation on RC Frame Beam Strengthening with Steel Plate in Negative Moment Area;
混凝土框架梁负弯矩区粘钢加固数值模拟研究
8.
The beams are designed with respect to the bending moment.
梁是按照弯矩设计的。
9.
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
10.
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
11.
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
12.
A computer program to calculate the moment-curvature relationship of reinforced concrete beam section is compiled.
编制了钢筋混凝土梁截面弯矩-曲率关系计算程序。
13.
Study on Moment-Rotation Relationship of End-Plates Connection Semi-Rigid Beam-to-Column Joints of Steel Frames;
端板连接半刚性钢框架梁柱节点弯矩转角关系研究
14.
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
15.
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
16.
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
17.
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
18.
COMPARATIVE STUDY ON BENDING STRENGTHENING METHOD OF NEGATIVE MOMENT AREA AT BEAM END IN RC FRAME
梁端负弯矩区受弯性能加固方法对比试验研究