#7883. Seismic performance of high-strength steel framed-tube structures with web-bolted double-channel shear links

November 2026publication date
Proposal available till 29-06-2025
4 total number of authors per manuscript0 $

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Journal’s subject area:
Architecture;
Building and Construction;
Civil and Structural Engineering;
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Abstract:
An innovative high-strength steel framed-tube structure system with web-bolted double-channel shear links (SFTS-WSL) is introduced herein as an alternative solution to strengthening the seismic performance and earthquake resilience of structures while maintaining the recognized advantages of conventional steel framed-tube structures (SFTS). In the SFTS-WSL, the shear links consist of a double-channel section connected to the ends of spandrel beams via web-bolted connections. A 2/3-scale subassembly was tested under cyclic loading to investigate the seismic behavior and replaceability of the links.
Keywords:
double-channel shear link; nonlinear analysis; seismic performance; simplified model; steel framed-tube; web-bolted connection

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