INFLUENCE OF BEAM WEB WIDTH-THICKNESS RATIO ON DEFORMATION CAPACITY OF STEEL BEAMS WITH BUCKLING STIFFENING OF BEAM END SUBJECTED MANY CYCLIC LOADINGS
In the Tohoku Pacific Coast Earthquake (2011), long-period earthquakes are attracting social attention in the point of disaster prevention. In the Hyogo-ken Nanbu Earthquake (1995), ruptures in the beam end welds near weld access holes were reported.
Authors
- Yoshikazu Sawamoto
- Yoshikazu TAKAINE
- Keita Kohtaki
- Jun Kubota (ORCID: https://orcid.org/0000-0001-7283-490X)
Institutions
- Kajima Corporation (Japan) (JP)
Publication Details
- Journal
- Journal of Structural Engineering B
- Published
- 2025-01-01
- DOI
- https://doi.org/10.3130/aijjse.71b.0_230
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00