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Fostering a cast-in-place steel–UHPFRC connector for ductile timber–concrete composite structures: parametric study of the shear behaviour and design considerations
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Fostering a cast-in-place steel–UHPFRC connector for ductile timber–concrete composite structures: parametric study of the shear behaviour and design considerations
Fostering a cast-in-place steel–UHPFRC connector for ductile timber–concrete composite structures: parametric study of the shear behaviour and design considerations
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