Cyclic test and analysis of UHTCC‐enhanced buckling‐restrained steel plate shear walls

• Published in: Earthquake engineering & structural dynamics Vol. 53; no. 13; pp. 4006 - 4031
• Main Authors: Tong, Jing‐Zhong, Wang, Ling‐Qi, Wu, Ruo‐Min, Hou, Jian, Li, Qing‐Hua, Xu, Shi‐Lang
• Format: Journal Article
• Language: English
• Published: Bognor Regis Wiley Subscription Services, Inc 01.10.2024
• Subjects: Bearing capacity; Bearing strength; Bending moments; Buckling; buckling‐restrained steel plate shear wall; Constraining; crack width prediction; Cyclic loads; Deformation; Design; Design analysis; experimental study; Failure modes; Finite element method; Fracture toughness; Functionally gradient materials; Mechanical analysis; numerical study; Panels; Seismic activity; Seismic design; seismic performance; Seismic response; Shear; Shear walls; Steel; Steel plates; Tensile strain; ultra‐high toughness cementitious composite

The ultra‐high toughness cementitious composite (UHTCC) has the tensile strain‐hardening characteristic and an excellent ability to prevent tensile cracking. To enhance the seismic and durability performance of the conventional buckling‐restrained steel plate shear wall (BRSPSW), UHTCC‐enhanced BRSP...