弄弯的负担的特征值问题和一个有弹性的基础上的一根 braced 横梁的自然频率被调查。特征值的准确解决方案被介绍。特征值与不同参数变化并且对钩住地点特别敏感。作为一个连续系统的横梁,无限的特征值和这些特征值被钩住不同地影响了,特征值表演富人变化模式。因为这些特征值身体上对应于弄弯负担和自然频率的结构,特征值变化模式上的学习能提供使用翻译春天的侧面的钩住加强结构的设计指导。
The eigenvalue problems of the buckling loads and natural frequencies of a braced beam on an elastic foundation are investigated. sented. The eigenvalues vary with the different The exact solutions for the eigenvalues are preparameters and are especially sensitive to the brace location. As the beam of a continuous system has infinite eigenvalues and these eigenvalues are influenced differently by a brace, the eigenvalues show rich variation patterns. Because these eigenvalues physically correspond to the structure buckling loads and natural frequencies, the study on the eigenvalues variation patterns can offer a design guidance of using a lateral brace of translation spring to strengthen the structure.