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
Hauptverfasser:	KOMATSU, Shingo, YAMANISHI, Teruaki, TAKAMATSU, Takao
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Accumulation DOF reduced model Elasticity Frames Hysteresis Non-compression brace Non-linear elastic hysteresis rule Seismic response Strain energy Time history response analysis
Online-Zugang:	Volltext
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