Research on Hysteretic Models for Prestressed and Non-Prestressed Steel Reinforced Concrete Frames | Zendy

Huihui Luo | Zendy; Kun Wang | Zendy

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

Author(s) -

Huihui Luo,

Kun Wang

Publication year - 2021

Publication title -

advances in civil engineering

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.379

H-Index - 25

eISSN - 1687-8094

pISSN - 1687-8086

DOI - 10.1155/2021/9442180

Subject(s) - structural engineering , prestressed concrete , displacement (psychology) , frame (networking) , column (typography) , composite number , beam (structure) , hysteresis , span (engineering) , compression (physics) , materials science , engineering , composite material , connection (principal bundle) , mechanical engineering , psychology , physics , quantum mechanics , psychotherapist

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.

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