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Enhancing public response to meteorological disaster warnings: A perspective from the IDEA model
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Seismic Performance of Joint between Locally Reinforced Multichamber Concrete-Filled L-Shaped Steel Columns and H-Shaped Beams
Introduction Concrete-filled steel tubular (CFST) columns have been widely adopted in engineering structures because of their superior performance characteristics, including high load-bearing capacity and excellent deformation capability. However, conventional reinforced concrete columns are constrained by their single geometric cross-sectional forms, which not only limit structural design flexibility but also struggle to meet complex architectural requirements.
Seismic performance of M‐section lightweight steel‐reinforced concrete shear walls
REFERENCES 1, , , , , . Seismic performance of reinforced concrete squat walls with embedded cold-formed and thin walled steel truss. Eng Struct. 2017; 132: 714–732. https://doi.org/10.1016/j.engstruct.2016.11.061 2, , . Experimental study on the seismic performance of short shear walls comprising cold-formed steel and high-strength reinforced concrete with concealed bracing. Rev Adv Mater Sci. 2023; 62(1):20230344. https://doi.org/10.1515/rams-2023-0344 3, , , .
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