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Chin-Jen Lin

affiliation not provided to SSRN

SCHOLARLY PAPERS

1

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101

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0

Scholarly Papers (1)

1.

On the Use of 6c Seismic Station for Bending-to-Shear and Torsional Building Response Assessment

Number of pages: 35 Posted: 16 Apr 2025
University of Oregon, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN, affiliation not provided to SSRN and affiliation not provided to SSRN
Downloads 101 (704,534)

Abstract:

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structural monitoring, High-rise Building, TAIPEI 101, rotational seismology, 6C dataset, tuned mass damper, center of torsion, Shear, Bending, Damping