PROPOSAL OF HYSTERESIS MODEL OF TIMBER SHEAR WALLS CONSIDERING FATIGUE BEHAVIOR AND APPLICATION TO EQUIVALENT LINEARIZATION TECHNIQUE: Study on fatigue behavior of timber structures subjected to repeated earthquake motions: Part 2

Mechanical performance of timber shear walls is clearly related to the loading protocol because the components indicate fatigue phenomenon. Several hysteresis models of timber structures for time history analysis have proposed, and some of them took the strength deterioration due to fatigue behavior...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2021, Vol.86(781), pp.425-435
Hauptverfasser:	YAMAZAKI, Yoshihiro, NAKANISHI, Satori, SAKATA, Hiroyasu
Format:	Artikel
Sprache:	jpn
Schlagworte:	Algorithms Damping ratio Deterioration Earthquake damage Earthquake prediction Earthquakes Energy spectra Energy spectrum Envelope curves Equivalence Equivalent damping ratio Fatigue tests Hysteresis models Linearization Mechanical properties Performance degradation Performance deterioration Plywood Response spectrum Seismic response Shake table tests Shear walls Stiffness Timber shear wall Wooden structures
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