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http://dx.doi.org/10.12989/scs.2022.43.1.055

Seismic behavior of energy dissipation shear wall with CFST column elements  

Su, Hao (School of Civil Engineering, Xi'an University of Architecture and Technology)
Zhu Lihua (School of Civil Engineering, Xi'an University of Architecture and Technology)
Wang, Yaohong (School of Civil Engineering, Inner Mongolia University of Technology)
Feng, Lei (Inner Mongolia Power (GROUP) Co., Ldt)
Gao, Zeyu (Dongtai Municipal Education Bureau)
Guo, Yuchen (School of Highway, Chang'an University)
Meng, Longfei (School of Civil Engineering, Xi'an University of Architecture and Technology)
Yuan, Hanquan (School of Civil Engineering, Xi'an University of Architecture and Technology)
Publication Information
Steel and Composite Structures / v.43, no.1, 2022 , pp. 55-66 More about this Journal
Abstract
To develop high-efficiency lateral force resistance components for high-rise buildings, a novel energy dissipation shear wall with concrete-filled steel tubular (CFST) column elements was proposed. An energy dissipation shear wall specimen with CFST column elements (GZSW) and an ordinary reinforced concrete shear wall (SW) were constructed, and experimented by low-cycle reversed loading. The mechanical characteristics of these two specimens, including the bearing capacity, ductility, energy dissipation, and stiffness degradation process, were analyzed. The finite-element model of the GZSW was established by ABAQUS. Based on this finite-element model, the effect of the placement of steel-plate energy dissipation connectors on the seismic performance of the shear wall was analyzed, and optimization was performed. The experiment results prove that, the GZSW exhibited a superior seismic performance in terms of bearing capacity, ductility, energy dissipation, and stiffness degradation, in comparison with the SW. The results calculated by the ABAQUS finite-elements model of GZSW corresponded well with the results of experiment, and it proved the rationality of the established finite-elements model. In addition, the optimal placement of the steel-plate energy dissipation connectors was obtained by ABAQUS.
Keywords
CFST column elements; finite-element; rubber energy dissipation belts; seismic performance; shear wall; steel-plate energy dissipation connectors;
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Times Cited By KSCI : 8  (Citation Analysis)
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