The present application belongs to the field of structural wind-induced
vibration control, and relates to a design method of a novel
tuned liquid damper with inertial container, comprising the following steps: S1, determining the installation floor of the TLD device and the inertial container device according to the design of the main structure; S2, designing the effective
mass, the sloshing frequency and the
damping ratio of the TLD according to the dynamic characteristic parameters of the controlled structure; S3, designing the geometric size and the
water storage height of the TLD in combination with the structure plane shape and the space limitation of the floor where the TLD is located; S4, designing the
inertance coefficient β of the inertial container device in combination with the
mass of the main structure; S5, calculating the stiffness K of the linear spring element connected to the TLD and the damping coefficient C of the damping element; S6, establishing the motion equation of the main structure-TLDI
system, and calculating the
vibration response and the damping rate of the main structure; S7, judging whether the novel
tuned liquid damper (TLDI) with inertial container can make the controlled structure achieve the ideal
control effect. Compared with the same type of TLCDI and TMDI devices, the novel
tuned liquid damper (TLDI) with inertial container has superiority in economy and space utilization.