Long-Term Damped Dynamics of the Extensible Suspension Bridge
This work is focused on the doubly nonlinear equation 𝜕𝑡𝑡𝑢+𝜕𝑥𝑥𝑥𝑥𝑢+(𝑝−‖𝜕𝑥𝑢‖2𝐿2(0,1))𝜕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 stiffness 𝑘2. When the ends are pinned, l...
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| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2010-01-01
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| Series: | International Journal of Differential Equations |
| Online Access: | http://dx.doi.org/10.1155/2010/383420 |
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