The potential application of tuned liquid column damper (TLCD) for suppressing wind-induced vibration of long span bridges is explored in this paper. By install
Due to their intrinsically nonlinear characteristics, development of control strategies that are implementable andcan fully utilize the capabilities of semiacti
A new semi-empirical formula for evaluating the residual strain of soils under earthquake loading is presentedin this paper based on the incremental method and the increment model proposed by the auth