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- W2360089730 abstract "Most seismic damages of reinforced concrete( RC) frame appear in the area of beam-column joint subassembly. So,it is prerequisite to build a reasonable mechanical model of frame joint for correctly simulating the seismic performance of RC frame. After 1990s,the influence of shear deformation and brittle damage on seismic performance and damage development of whole frame system has been concerned. Partial stiff joint models and flexible joint models were put forward after that. The different mechanisms of force-deformation are applied in different joint models and the damage hypotheses in the models are different too. The main joint models are summarized and compared in the paper. At last,several key problems unresolved in the current research of RC frame joint are proposed." @default.
- W2360089730 created "2016-06-24" @default.
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- W2360089730 date "2013-01-01" @default.
- W2360089730 modified "2023-09-23" @default.
- W2360089730 title "Review on joint modelling method of reinforced concrete frame" @default.
- W2360089730 hasPublicationYear "2013" @default.
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