A computer program to calculate the moment-curvaturerelationship 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。
2
The moment-curvaturerelationship chosen is assumed to have a horizontal branch beyond yield, with the moment remaining constant at the ultimate value.
所选用的弯矩-曲率关系是假定超过屈服后有一个水平段，即弯矩保持在极限值不变。
3
The method presented here is suitable for analyzing relationship of moment-curvature about the concrete filled circular steel tubular (circular CFST) flexural members too.