NONLINEAR ANALYSIS OF SEISMIC RESPONSE OF REINFORCED CONCRETE FRAME WALL STRUCTURES UNDER STRONG EARTHQUAKE MOTIONS ——Ⅱ. PROGRAM AND NUMERICAL EXAMPLES

Based on the analytical principles and methods developed in reference¹, a computer program which can be applied to analyse the nonlinear historical response of reinforced concrete frame-wall structures under the action of strong earthquake motions is worked out. The functionand flow chart of the program are presented. The numerical solutions provided by the program show that the presented program is reliable and it can be used to explain the earthquake damages and predict earthquake responses of reinforced concrete frame- wall structures.