Preprint Review Version 1 Preserved in Portico This version is not peer-reviewed

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

Version 1 : Received: 14 April 2023 / Approved: 17 April 2023 / Online: 17 April 2023 (02:48:59 CEST)

A peer-reviewed article of this Preprint also exists.

Li, R.; Gao, M.; Li, H.; Li, C.; Wang, D. Experimental, Theoretical and Numerical Research Progress on Dynamic Behaviors of RC Structural Members. Buildings 2023, 13, 1359. Li, R.; Gao, M.; Li, H.; Li, C.; Wang, D. Experimental, Theoretical and Numerical Research Progress on Dynamic Behaviors of RC Structural Members. Buildings 2023, 13, 1359.

Abstract

In this paper, the research progress on dynamic behaviors of RC structural members is reviewed from experimental, theoretical and numerical perspectives. Firstly, the basic overview, measurement methods, main conclusions and current limitations of available dynamic loading tests are presented. Then the theoretical studies on the dynamic constitutive models of RC materials, the dynamic increase factor (DIF) model for concrete and reinforcing steel and the proposed modified models of dynamic behavior parameter at the structural member level are summarized. Finally, the available modelling approach and the method for incorporating the dynamic effect in numerical simulation of RC structures are reviewed. Moreover, a brief introduction is made to the dynamic hysteretic model established on the experimental data, which provides an alternative approach to consider the dynamic effect beside the commonly used DIF method. This paper provides valuable reference for experimental studies and numerical simulations on the dynamic behaviors of RC structures, and also puts forward some issues that need to be solved in the future research works..

Keywords

reinforced concrete members; dynamic effect; experimental test; dynamic modified model; numerical modelling

Subject

Engineering, Civil Engineering

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