Author/Authors :
Xu, Xiuli College of Civil Engineering - Nanjing Tech University, China , Xu, Xiang College of Civil Engineering - Nanjing Tech University, China , Liu, Weiqing College of Civil Engineering - Nanjing Tech University, China , Zhou, Ding College of Civil Engineering - Nanjing Tech University, China
Abstract :
The phenomenon of earthquake-induced structural pounding was extensively studied by some researchers using different models for the impact force. The aim of this paper is to provide a new formula of impact stiffness in the linear viscoelastic contact model, based on the assumption that the maximum impact deformation from the distributed mass model should be equal to that from the equivalent lumped mass model. The correctness and accuracy of the proposed formula have been confirmed by comparing the pounding simulation using the present formula of impact stiffness with those using the existing formulae.
Keywords :
Pounding Simulation , Linear Viscoelastic Model , A New Formula , Impact Stiffness
