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。
The moment-curvature relationship 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。
The method presented here is suitable for analyzing relationship of moment-curvature about the concrete filled circular steel tubular (circular CFST) flexural members too.
该方法也可用于圆钢管混凝土受弯构件的弯矩-曲率关系分析。
A computational program was developed to deal with the relationship between the section-moment and the curvature in the prestressed beams.
编制了预应力混凝土构件截面弯矩-曲率的计算程序。
A computational program was developed to deal with the relationship between the section-moment and the curvature in the prestressed beams.
编制了预应力混凝土构件截面弯矩-曲率的计算程序。
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