Seismic Performance of Steel Fiber Reinforced Concrete (SFRC) Infill Wall Element with Vertical Slits for Strengthening of Non-Ductile Frame

This paper provides experimental results on the seismic performance of four concrete infill wall elements with test variables of vertical slits and hooked end steel fiber reinforcing. 1/3-scale infill wall elements with height-to-length ratio of 0.55 were manufactured and tested up to failure. Four...

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Veröffentlicht in:	Applied Mechanics and Materials 2014-02, Vol.525 (Development of Industrial Manufacturing), p.431-434
Hauptverfasser:	Yun, Hyun Do, Lim, Won Gyun, Yun, Yeon Jun, Lee, Mi Hwa
Format:	Artikel
Sprache:	eng
Schlagworte:	Failure Hysteresis Reinforcing steels Seismic response Slits Steel fiber reinforced concretes Steel fibers Walls
Online-Zugang:	Volltext
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