en Applications Applications پژوهشي Research An effective method utilizing the differential evolution algorithm (DEA) as an optimisation solver is suggested here to detect the location and extent of single and multiple damages in structural systems using time domain response method. Changes in acceleration response of structure are considered as a criterion for damage occurrence. The acceleration of structures is obtained using Newmark method. Damage is simulated by reducing the elasticity modulus of structural members. Three illustrative examples are numerically investigated, considering also measurement noise effect. All the numerical results indicate the high accuracy of the proposed method for determining the location and severity of damage. damage identification, differential evolution algorithm, time domain response, acceleration response, analytical model. 357 380 http://ijoce.iust.ac.ir/browse.php?a_code=A-10-66-190&slc_lang=en&sid=1 S. Fallahian 180031947532846001315 180031947532846001315 Yes A. Joghataie 180031947532846001316 180031947532846001316 No M.T. Kazemi 180031947532846001317 180031947532846001317 No