正文
《结构与土木工程前沿(英文)》 >> 2016年 第10卷 第1期 doi: 10.1007/s11709-015-0295-9
Innovative hybrid reinforcement constituting conventional longitudinal steel and FRP stirrups for improved seismic strength and ductility of RC structures
1. Department of Civil, Architectural and Environmental Engineering, Missouri University of Science and Technology, 209 Pine Building, 1304 N. Pine Street, Rolla, MO 65409, USA.2. Department of Engineering, Lorestan University, Khorramabad, Iran.3. Department of Civil Engineering, Semnan University, Semnan, Iran
摘要
关键词
FRP ; ductility ; confinement ; seismic ; shear
正文