In view of individual uncertainty and diversity of wind-induced vibration response, a vibration sensation rate model based on AIJES-V001-2004 is proposed to modify the reliability theory based life cycle cost model, in which the damper device′s failure probability is consideration to evaluate human comfort performance of super tall buildings under wind load. Then, the modified life cycle cost model is used to the human comfort design choice of a super tall building with/without tuned mass damper (TMD), tuned liquid column damper (TLCD) or combined tuned damper (CTD) device to illustrate its effectiveness and applicability. The results show that the vibration-sensation rate of the building in one typical year is 1.4~3times as higher as that without the damper device′s failure probability consideration. And in this case study, the vibration control efficiency and life cycle cost of the CTD-structure system are between those of the TMD-structure system and TLCD-structure system, as a competitive option.