梁在固有振动中的对偶关系 1)
胡海岩()
DUALITY RELATIONS OF BEAMS IN NATURAL VIBRATIONS 1)
Hu Haiyan()

图3. $\alpha = 1 / 2L$时同截面对偶梁前三阶最大位移归一化振型(第一阶:黑色,第二阶:红色,第三阶:蓝色)

Fig. 3. The normalized displacement mode shapes of a dual of beams with identical cross-sections (the 1st order: black, the 2nd order: red, the 3rd order: blue)