[Structural engineering]

Yi Pan, Renbing An, Jiulin Bai, Xunzhang Yan, Shuangshuang Jin. Seismic design and performance analysis of buckling‐restrained braced RC frame structures. Structural Design of Tall and Special Buildings. 2019; e1661.

Keywords: buckling‐restrained braces, reinforced concrete frames, seismic design, seismic performance, story shear ratio

High Lights:

The BRB-resisted story shear ratio-based seismic design method is proposed.

The seismic response of BRB-RCFs is systematically investigated.

Abstract: 

Due to the stable hysteretic behavior, buckling‐restrained braces (BRBs) have been increasingly adopted in reinforced concrete (RC) frame structures to develop a dual structural system (BRB‐RCF). This study proposed an alternative strength‐based design approach that decomposes the dual BRB‐RCF system into two independent RC frame and BRB system using the BRB‐carrying story shear ratio. The design of RC frame is performed in an integrated manner by considering the BRB postyielding force demands. Three RC frames with five, 10, and 15 stories were employed as pro- totype structures, and seven story shear ratios ranging from 0.1 to 0.7 were used to generate a total of 21 structural modes. The material usage, maximum axial compres- sion ratio of columns, and elastic interstory drift ratio were compared for different story shear ratios. Nonlinear dynamic analysis of the BRB‐RCFs subjected to 12 ground motions were carried out. The seismic response including the maximum interstory drift ratio, hysteretic energy dissipation ratio, and actual BRB‐carrying story shear ratio were systematically assessed for different design story shear ratios. Based on the considerations of material usage and seismic performance, it is suggested that the design BRB‐carrying story shear ratio should be in the range of 0.3 to 0.5.

Resource：https://doi.org/10.1002/tal.1661