Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames

The column-to-beam flexural strength ratio (CBFSR) has been used in many seismic codes to achieve the strong column-weak beam (SCWB) failure mode in reinforced concrete (RC) frames, in which plastic hinges appear earlier in beams than in columns. However, seismic investigations show that the require...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Earthquake Engineering and Engineering Vibration 2021-04, Vol.20 (2), p.441-452
Hauptverfasser:	Maosheng, Gong, Zhanxuan, Zuo, Jing, Sun, Riteng, He, Yinan, Zhao
Format:	Artikel
Sprache:	eng
Schlagworte:	Beam-columns Building codes Civil Engineering Control Design criteria Dynamical Systems Earth Sciences Earthquakes Failure analysis Failure modes Flexural strength Frames Geotechnical Engineering & Applied Earth Sciences Ground motion Investigations Modes Plastic properties Plasticity Reinforced concrete Seismic activity Seismic response Technical Papers Typhoons Vibration
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!