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- W4301396701 abstract "Reinforced concrete (RC) is the most widely used construction material in the building industry. Over the past few decades, traditional RC construction has transitioned towards precast construction to improve onsite productivity. However, industrial buildings typically demand large spans resulting in precast beams with very high deadweight, causing the assembly process to become extremely challenging and hazardous. In such cases, switching to steel beams poses a viable solution. This study aims to propose an RC column to steel beam (RCS) joint detailing along with the preferred construction sequence for precast construction of long-span industrial buildings to facilitate fast assembly. The proposed moment-resisting beam-to-column connection reduces steel beam weight in a building by up to 25%. Moreover, the number of bolted connections to be performed at height is reduced by up to 5%. Large-scale beam–column subassemblies were tested under gravity loading to evaluate the performance of the proposed joint detailing. The proposed connection demonstrated high joint stiffness and ductility. The steel beams reached their full moment capacity and experienced local flange buckling." @default.
- W4301396701 created "2022-10-05" @default.
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- W4301396701 date "2022-10-05" @default.
- W4301396701 modified "2023-09-23" @default.
- W4301396701 title "Long-Span Through-Beam RCS System for Fast Construction of Industrial Buildings in Low-Seismic Zones" @default.
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- W4301396701 doi "https://doi.org/10.1007/978-981-19-3371-4_60" @default.
- W4301396701 hasPublicationYear "2022" @default.
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