PROPOSAL OF SEISMIC RETROFIT METHOD BY ADHESIVELY BONDING FOR STEEL PIPE MEMBERS AND EVALUATION METHOD OF JOINT CAPACITY

For seismic retrofit steel frame buildings, on-site welding and drilling for bolted joint often can not be applied because of fire safety concerns, overly thin plate and section loss. The authors have proposed a welding-free joint method for existing steel pipe members consisting of adhesive and non-adhesive bonding connections.

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Publication Details

Journal
Journal of Structural Engineering B
Published
2025-01-01
DOI
https://doi.org/10.3130/aijjse.71b.0_273
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

PROPOSAL OF SEISMIC RETROFIT METHOD BY ADHESIVELY BONDING FOR STEEL PIPE MEMBERS AND EVALUATION METHOD OF JOINT CAPACITY

Atsushi TSUNOSHITA, Shigeru Ikenaga, Yukihiro Matsumoto, Kohei SUZUKI
Journal of Structural Engineering B
Geotechnical Engineering and Underground Structures
article

PROPOSAL OF SEISMIC RETROFIT METHOD BY ADHESIVELY BONDING FOR STEEL PIPE MEMBERS AND EVALUATION METHOD OF JOINT CAPACITY

Atsushi TSUNOSHITA, Shigeru Ikenaga, Yukihiro Matsumoto, Kohei SUZUKI
article en

Abstract

For seismic retrofit steel frame buildings, on-site welding and drilling for bolted joint often can not be applied because of fire safety concerns, overly thin plate and section loss. The authors have proposed a welding-free joint method for existing steel pipe members consisting of adhesive and non-adhesive bonding connections.

Journal of Structural Engineering BVol. 71B(0)
Toyohashi University of Technology (JP), Constellation Technology (United States) (US)
Openalex Percentile: Top 94%
Geotechnical Engineering and Underground Structures
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