NON-LINEAR ELASTIC HYSTERESIS RULE AND DOF REDUCED MODEL OF NON-COMPRESSION BRACED FRAMES
NC braced frames proposed by the authors are a new structural system that can be reduced seismic responses based on an elastic strain energy accumulation. Although the energy accumulation yields a non-linear elastic hysteresis, this hysteresis rule has not been formulated. This report first describe...
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Veröffentlicht in: | AIJ Journal of Technology and Design 2023/10/20, Vol.29(73), pp.1332-1337 |
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Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng ; jpn |
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Online-Zugang: | Volltext |
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Zusammenfassung: | NC braced frames proposed by the authors are a new structural system that can be reduced seismic responses based on an elastic strain energy accumulation. Although the energy accumulation yields a non-linear elastic hysteresis, this hysteresis rule has not been formulated. This report first describes a non-linear elastic behavior of single-story NC braced frames, and then presents a 1DOF reduced model incorporating the hysteresis rules. Time history analyses of the 1DOF and frame models were carried out to verify the response reproducibility. As a result of the comparison, the 1DOF model reproduced the responses of the frame model. |
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ISSN: | 1341-9463 1881-8188 |
DOI: | 10.3130/aijt.29.1332 |