Experimental study on seismic behavior and shear capacity of diagonally reinforced fiber-reinforced concrete coupling beams with small span-to-depth ratio

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[1] Liang, Xingwen
[2] Liu, Zhenzhen
[3] Xing, Pengtao
[4] Deng, Mingke
[5] Che, Jialing
来源：
| 2017年 / Chinese Society of Civil Engineering卷 / 50期
关键词：
Fibers - Seismic response - Ductility - Fiber reinforced plastics - Concrete beams and girders - Energy dissipation - Reinforced concrete;
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