On the Plastic Deformations of Rahmen Structures under Impulsive Loading

We have been studying on the plastic deformations and fractures of some structural beams under impulsive loading and proposed some theoretical conceptions, after carrying out some experimental studies about them. Next we applied our methods in the continuous beams under impulsive loading and showed the methods were quite in good agreement with the experimental results, if we adopted the resistant moment coefficient α=0.80. Thus we extended our methods to the case of rahmen structures under impulsive loading and compared the calculated values with the experimental results. More details are described in the following articles.