Research on Hysteretic Models for Prestressed and Non‐Prestressed Steel Reinforced Concrete Frames

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Abstract
The beam‐column fibre model is used to simulate the entire hysteretic process of the prestressed and non‐prestressed steel reinforced concrete frame, and the results are compared with the test results. Based on the analysis of a large number of parameters, the hysteretic curve characteristics of this kind of composite frame are discussed, and the load‐displacement hysteretic models of single‐storey and single‐span composite frame are established. The models can comprehensively consider the influence of axial compression ratio and column slenderness ratio and can predict the hysteretic behaviour of this kind of composite frame under horizontal loads. The load‐displacement hysteretic models are consistent with the numerical simulation results. Relevant research can provide reference for simplifying the elastic‐plastic dynamic analysis of structures.
Funding Information
  • National Natural Science Foundation of China (51878589)
  • China Postdoctoral Science Foundation (2019M651762)

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