“…Thus, wind-induced dynamic forces on the towers and cables are not considered in the aforementioned work. Recently, with respect to #utter instability of cable-stayed bridges, Ogawa et al [6] pointed out that the ignorance of interaction between bridge deck, towers and cables may positively or negatively a!ect the prediction of #utter instability of a bridge. Davenport [7] also mentioned several possible mechanisms of interaction between the bridge deck and the cables.…”