Abstract
Given the development of precast structures for low-rise residential buildings, this study explores a new structure—namely, an integrated precast structure of lightweight recycled concrete wall with single-row reinforcement—under a lightweight steel frame filled with recycled concrete (integrated precast structure for short). The lightweight steel frame and lightweight wall cooperate to bear the forces. The applied concealed bracing, either a rebar bracing or a steel plate bracing, increases the shear resistance of the wall. The lightweight steel frame is designed to bear the vertical loading, whereas the seismic load in the horizontal direction is jointly borne by the frame and wall. This study presents the results of low reversed cyclic loading tests on nine specimens of integrated precast structures. An analysis is then carried out to investigate the mechanical properties of the specimens; based on these results, a formula for the force-bearing performance of the inclined section is developed. The results show satisfactory performance as an integrated piece; the proposed structure has two seismic lines of defence, with the lightweight wall restraint by the side frame being the first line and the steel frame being the second line. Because the failure of the wall can be categorized as shear failure, the restraint of the lightweight steel frame significantly reduces the potential damage of the wall. As the beams and columns of the steel frame tend to bend against failure, the wall filling helps resist sliding. Therefore, the reinforced joints of the connecting beams and columns show no visible signs of damage, indicating that the connection between the beams and columns is reliable. The narrow spacing of rebars and the setting of concealed bracing contribute to the increase in ductility and energy efficiency of the integrated structure and the evident reduction in the failure process. Furthermore, the recycled concrete increases the seismic resistance of the structure.
Highlights
The development of new precast structures has long been a topic of interest for researchers and scholars in the field of structural engineering and has been the subject of extensive experimental research and theoretical analysis.Because of the global increase in steel output over the past few years, the European countries, the USA, Japan, Australia and some other countries have started to promote the application of steel structures in low-rise residences
The precast shear wall structure in Japan generally reaches the 10th floor mark, whereas in Europe, the structure can be as high as 16–26 floors, owing to its excellent seismic resistance
The results indicated that the failure of the specimens could be categorized as bendingshear failure, and thanks to the limited degradations in strength and stiffness, the specimens met the standards of seismic resistance
Summary
The development of new precast structures has long been a topic of interest for researchers and scholars in the field of structural engineering and has been the subject of extensive experimental research and theoretical analysis. Compared with the existing structure of precast steel frame, the newly proposed structure has some new features that satisfy the demand for the industrialization of precast low-rise residential buildings and the need to recycle concrete waste: first, the lightweight steel pipe beams and columns filled with recycled concrete; second, the reinforced joint of the beams and columns; and third, the connection of the lightweight steel frame and lightweight recycled concrete wall with single-row reinforcement and concealed bracing, which ensures that the frame and wall jointly bear the force imposed. This study carries out low reversed cyclic loading tests on the integrated precast structure and investigates the effect of rib spacing and the setting of oblique concealed bracing on the failure process, hysteretic performance, load-bearing performance, ductility, stiffness and energy consumption.
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