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Long-Term Damped Dynamics of the Extensible Suspension Bridge

机译:可扩展吊桥的长期阻尼动力学

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This work is focused on the doubly nonlinear equation∂ttu+∂xxxxu+(p-∥∂xu∥L2(0,1)2)∂xxu+∂tu+k2u+=f, whose solutions represent the bending motion of an extensible, elastic bridge suspended by continuously distributed cables which are flexible and elastic with stiffnessk2. When the ends are pinned, long-term dynamics is scrutinized for arbitrary values of axial loadpand stiffnessk2. For a general external sourcef, we prove the existence of bounded absorbing sets. Whenfis time-independent, the related semigroup of solutions is shown to possess the global attractor of optimal regularity and its characterization is given in terms of the steady states of the problem.
机译:这项工作集中于双重非线性方程∂ttu+∂xxxxu+(p-∥∂xu∥L2(0,1)2)∂xxu+∂tu+ k2u + = f,其解表示悬垂的可伸展弹性桥的弯曲运动通过连续分布的电缆,这些电缆具有柔韧性和弹性,并具有刚度k2。固定端部时,将仔细检查长期动力学,以获取任意的轴向载荷承载刚度k2值。对于一般的外部来源,我们证明了有界吸收集的存在。当与时间无关时,证明其相关的半群具有最优规则性的整体吸引子,并根据问题的稳态给出其特征。

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