Cyclic Tests of Reinforced Concrete Coupling Beam with Intermediate Span-to-Depth Ratio

The seismic performance of intermediate clear span-depth ratio (2.0 [less than or equal to] [l.sub.n]. [less than or equal to] 4.0) coupling beams with hybrid layout were evaluated in this study. By combining the conventional ductile beam detailing and the benefit of the presence of diagonal bars, t...

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Veröffentlicht in:	ACI structural journal 2016-05, Vol.113 (3), p.515-515
Hauptverfasser:	Lim, Erwin, Hwang, Shyh-Jiann, Cheng, Chih-Hung, Lin, Pin-Yi
Format:	Artikel
Sprache:	eng
Schlagworte:	Bars Beams (structural) Concrete beams Construction Earthquake resistant design Earthquakes Integrity Mathematical analysis Mechanical properties Performance evaluation Reinforced concrete Reinforcement Seismic response Shear strength Struts Testing
Online-Zugang:	Volltext
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