Experimental, Theoretical and Numerical Research Progress on Dynamic Behaviors of RC Structural Members

In this paper, research on dynamic behaviors of RC structural members was reviewed using experimental, theoretical and numerical perspectives. First, in a basic overview, measurement methods, main conclusions current limitations available loading tests were presented. Then, studies the constitutive models materials, increase factor (DIF) model for concrete reinforced steel proposed modified behavior parameters at member level summarized. Finally, modeling approach method incorporating effects simulations structures reviewed. Moreover, work involved brief introduction to hysteretic established experimental data, which designed provide an alternative commonly-used DIF considering these effects. This therefore, aimed valuable reference structures—while also putting forward issues that need be addressed by future work.