The invention belongs to the technical field of steel structure floor design, and particularly relates to a
transient response analysis method for converting structural damping into equivalent
viscous damping in a full
frequency band, which comprises the following steps of: 1, establishing a finite
element model of a structure, and outputting characteristic matrixes of the structure, including a
stiffness matrix and a
mass matrix; 2, performing
modal analysis based on the finite
element model of the structure to obtain a
modal matrix of the structure; 3, calculating a generalized
stiffness matrix and a generalized
mass matrix of the
structure based on the
stiffness matrix, the
mass matrix and the
modal matrix; step 4, calculating
viscous damping of each order vibration mode of the
structure based on the generalized stiffness matrix; 5, calculating the
transient response of each order vibration mode of the
structure based on the generalized stiffness matrix, the generalized
mass matrix and the
viscous damping of each order vibration mode of the structure; and 6, converting the
transient response of each order vibration mode of the structure to a physical coordinate to obtain the transient response of the structure at each moment.