| Summary |
The question related to the dynamic analysis of the hybrid cable Structure caused by wind can be subdivided into two categories. First of all， even though the equilibrium condition of the hybrid cable structure is caused to change at windy area， the question of whether it becomes unstable or not. Next， if it does become unstable， there is the question of the magnitude of amplitude it may attain. It is common to call the first question a stability matter and the second question a response matter， under the effect of the wind. This research is based on the above subject matter in addition to finding out more about the vibration nature of the hybrid cable structure， utilizing some developed theoretical analysis， this study will also attempt to explain the fundamental issues such as the analytical method's linearound non-Linear characteristics，the interrelationship and so on.
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