This article presents a simple and effective method for generating across‐fault seismic ground motions for the analysis of ordinary and seismically isolated bridges crossing strike‐slip faults. Based on pulse models available in the literature, two simple loading functions are first proposed to represent the coherent (long‐period) components of ground motion across strike‐slip faults. The loading functions are then calibrated using actual near‐fault ground‐motion records with a forward‐directivity velocity pulse in the fault‐normal direction and a fling‐step displacement in the fault‐parallel direction. The effectiveness of the proposed method is demonstrated by comparing time history responses and seismic demands of ordinary and seismically isolated bridges obtained from nonlinear response history analyses using the actual ground‐motion records and the calibrated loading functions. A comprehensive methodology is also presented for selecting the input parameters of the loading functions based on empirical equations and practical guidelines. Finally, an analysis procedure for bridge structures crossing strike‐slip faults is introduced based on the proposed method for generating across‐fault ground motions and the parameter selection methodology for the loading functions.